Two-step translation method for time-dependent reliability of structures subject to both continuous deterioration and sudden events
•Time-dependent reliability analysis approach under various scenarios is developed.•Component- and system-level reliability are analyzed by the proposed approach.•Continuous and sudden deterioration scenarios are combined in a unified manner.•Probability density function-informed method is proposed...
Saved in:
| Published in | Engineering structures Vol. 225; p. 111291 |
|---|---|
| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
Kidlington
Elsevier Ltd
15.12.2020
Elsevier BV |
| Subjects | |
| Online Access | Get full text |
Cover
Loading…
| Abstract | •Time-dependent reliability analysis approach under various scenarios is developed.•Component- and system-level reliability are analyzed by the proposed approach.•Continuous and sudden deterioration scenarios are combined in a unified manner.•Probability density function-informed method is proposed to compute reliability.•Feasibility and efficiency of the proposed method are verified using examples.
Civil infrastructure can be subjected to different deterioration scenarios (e.g., continuous deterioration and sudden events) during its service life. Time-dependent reliability analysis of a deteriorating system is of vital importance in the structural design, assessment, and management process. In this paper, a general and novel probability density function-informed framework for time-dependent reliability analysis is developed, considering different deterioration processes and system-level performance. Both continuous deterioration and sudden events are considered within the proposed framework. For the scenario with random sudden drops and/or significant differences in deterioration rates, a novel two-step translation method is proposed to assess the probability density of the performance function within the service life of a structure. In this method, translation operation is conducted twice; the first time to build a virtual and differentiable performance function, and the second, to solve the actual probability density function based on the results from the first step. Then, three illustrative examples are assessed: a simple deteriorating case, a component-level case, and a system-level case. The relevant results demonstrate the feasibility and efficiency of the proposed method. |
|---|---|
| AbstractList | Civil infrastructure can be subjected to different deterioration scenarios (e.g., continuous deterioration and sudden events) during its service life. Time-dependent reliability analysis of a deteriorating system is of vital importance in the structural design, assessment, and management process. In this paper, a general and novel probability density function-informed framework for time-dependent reliability analysis is developed, considering different deterioration processes and system-level performance. Both continuous deterioration and sudden events are considered within the proposed framework. For the scenario with random sudden drops and/or significant differences in deterioration rates, a novel two-step translation method is proposed to assess the probability density of the performance function within the service life of a structure. In this method, translation operation is conducted twice; the first time to build a virtual and differentiable performance function, and the second, to solve the actual probability density function based on the results from the first step. Then, three illustrative examples are assessed: a simple deteriorating case, a component-level case, and a system-level case. The relevant results demonstrate the feasibility and efficiency of the proposed method. •Time-dependent reliability analysis approach under various scenarios is developed.•Component- and system-level reliability are analyzed by the proposed approach.•Continuous and sudden deterioration scenarios are combined in a unified manner.•Probability density function-informed method is proposed to compute reliability.•Feasibility and efficiency of the proposed method are verified using examples. Civil infrastructure can be subjected to different deterioration scenarios (e.g., continuous deterioration and sudden events) during its service life. Time-dependent reliability analysis of a deteriorating system is of vital importance in the structural design, assessment, and management process. In this paper, a general and novel probability density function-informed framework for time-dependent reliability analysis is developed, considering different deterioration processes and system-level performance. Both continuous deterioration and sudden events are considered within the proposed framework. For the scenario with random sudden drops and/or significant differences in deterioration rates, a novel two-step translation method is proposed to assess the probability density of the performance function within the service life of a structure. In this method, translation operation is conducted twice; the first time to build a virtual and differentiable performance function, and the second, to solve the actual probability density function based on the results from the first step. Then, three illustrative examples are assessed: a simple deteriorating case, a component-level case, and a system-level case. The relevant results demonstrate the feasibility and efficiency of the proposed method. |
| ArticleNumber | 111291 |
| Author | Guo, Hong-Yuan Gu, Xiang-Lin Dong, You |
| Author_xml | – sequence: 1 givenname: Hong-Yuan surname: Guo fullname: Guo, Hong-Yuan organization: Key Laboratory of Performance Evolution and Control for Engineering Structures of Ministry of Education, Tongji University, 1239 Siping Rd., Shanghai 200092, China – sequence: 2 givenname: You surname: Dong fullname: Dong, You organization: Department of Civil and Environmental Engineering, Hong Kong Polytechnic University, 999077, Hong Kong, China – sequence: 3 givenname: Xiang-Lin surname: Gu fullname: Gu, Xiang-Lin email: gxl@tongji.edu.cn organization: Key Laboratory of Performance Evolution and Control for Engineering Structures of Ministry of Education, Tongji University, 1239 Siping Rd., Shanghai 200092, China |
| BookMark | eNqNkMFu1DAQhi1UJLaFZ8AS5yxjJ5vEBw5VBQWpEpdythx7TB1l7cWeFPXMi-MSxKEXehpp9P_fjL5zdhZTRMbeCtgLEP37eY_xe6G8WtpLkHUrhFTiBduJcWiboZXtGduB6EQDUvWv2HkpMwDIcYQd-3X7MzWF8MQpm1gWQyFFfkS6S477lDmFIzYOTxgdRuIZl2CmsAR64Mnz7e6asfCyTjNa4pT4lOiO2xQpxDWthTskzCHlDW6iq2FXcRzvK7O8Zi-9WQq--Tsv2LdPH2-vPjc3X6-_XF3eNLZVkhp_sIgjDF0_KAcdOm9a43vnFXQeRrDQthP0ygwepfJGHpRA54Tve9vZaWgv2LuNe8rpx4qF9JzWHOtJLbth7KVQB1lTH7aUzamUjF7bQH8-r4bCogXoR-961v-860fvevNe-8OT_imHo8kPz2hebk2sEu4DZl1swGjRhVzNapfCfxm_ATNOqZk |
| CitedBy_id | crossref_primary_10_1016_j_engstruct_2023_116081 crossref_primary_10_1016_j_strusafe_2024_102496 crossref_primary_10_1142_S0219455423501821 crossref_primary_10_3390_modelling2010004 crossref_primary_10_1016_j_ress_2024_110234 crossref_primary_10_1016_j_engfailanal_2022_106821 crossref_primary_10_1016_j_ymssp_2021_108762 crossref_primary_10_1016_j_strusafe_2023_102392 crossref_primary_10_1016_j_engfailanal_2021_105328 crossref_primary_10_1016_j_engstruct_2021_113003 crossref_primary_10_1016_j_engstruct_2023_116252 crossref_primary_10_1016_j_ress_2022_108992 crossref_primary_10_1016_j_strusafe_2023_102327 crossref_primary_10_1061_AJRUA6_0001153 crossref_primary_10_1016_j_measurement_2023_113173 |
| Cites_doi | 10.1016/j.ress.2017.01.014 10.1016/j.conbuildmat.2012.02.071 10.1016/j.engstruct.2006.07.018 10.1007/s00466-011-0678-2 10.1007/BF01448839 10.1016/0045-7949(94)00947-2 10.1002/9781118481844 10.1007/BF02482084 10.1016/j.strusafe.2015.11.001 10.1080/15732479.2016.1198403 10.1016/j.ress.2018.11.016 10.1515/mcma.1996.2.1.1 10.1016/j.strusafe.2011.03.003 10.1016/j.strusafe.2006.03.002 10.1016/j.strusafe.2004.03.002 10.1016/0167-4730(89)90003-9 10.1080/15732479.2010.505379 10.1061/(ASCE)0733-9445(1993)119:5(1600) 10.1016/j.strusafe.2008.04.001 10.1061/(ASCE)MT.1943-5533.0000888 10.1016/j.engstruct.2017.09.060 10.1016/j.strusafe.2014.12.001 10.1061/(ASCE)0733-9445(2003)129:6(753) 10.1080/15732479.2016.1267772 10.1016/j.probengmech.2017.03.001 10.1016/j.engstruct.2010.07.001 10.1080/15732479.2018.1550519 10.1016/j.strusafe.2017.07.007 10.1061/(ASCE)0733-9445(1997)123:3(286) 10.1016/j.probengmech.2011.08.019 10.1016/j.engstruct.2018.04.020 10.1061/(ASCE)0733-9445(2008)134:2(221) 10.1080/15732479.2019.1699936 10.1007/s00466-006-0054-9 10.1016/j.strusafe.2007.12.001 10.1016/j.engstruct.2017.11.022 10.1016/j.ress.2006.12.013 10.1016/j.engstruct.2019.04.085 10.1016/0266-8920(92)90015-A 10.1016/j.engstruct.2015.04.004 10.1061/(ASCE)BE.1943-5592.0001461 10.1080/15732479.2019.1590424 10.1016/j.cam.2007.01.005 10.1007/978-1-4757-6568-7 10.1016/j.conbuildmat.2019.117251 10.1016/j.probengmech.2004.03.002 10.1016/j.nucengdes.2007.01.010 |
| ContentType | Journal Article |
| Copyright | 2020 Elsevier Ltd Copyright Elsevier BV Dec 15, 2020 |
| Copyright_xml | – notice: 2020 Elsevier Ltd – notice: Copyright Elsevier BV Dec 15, 2020 |
| DBID | AAYXX CITATION 7SR 7ST 8BQ 8FD C1K FR3 JG9 KR7 SOI |
| DOI | 10.1016/j.engstruct.2020.111291 |
| DatabaseName | CrossRef Engineered Materials Abstracts Environment Abstracts METADEX Technology Research Database Environmental Sciences and Pollution Management Engineering Research Database Materials Research Database Civil Engineering Abstracts Environment Abstracts |
| DatabaseTitle | CrossRef Materials Research Database Civil Engineering Abstracts Engineered Materials Abstracts Technology Research Database Engineering Research Database Environment Abstracts METADEX Environmental Sciences and Pollution Management |
| DatabaseTitleList | Materials Research Database |
| DeliveryMethod | fulltext_linktorsrc |
| Discipline | Engineering |
| EISSN | 1873-7323 |
| ExternalDocumentID | 10_1016_j_engstruct_2020_111291 S014102962033892X |
| GroupedDBID | --K --M -~X .~1 0R~ 1B1 1~. 1~5 4.4 457 4G. 5GY 5VS 7-5 71M 8P~ 9JN AABNK AACTN AAEDT AAEDW AAIAV AAIKJ AAKOC AALRI AAOAW AAQFI AAXUO ABFNM ABJNI ABMAC ABQEM ABQYD ABYKQ ACDAQ ACGFS ACIWK ACLVX ACRLP ACSBN ADBBV ADEZE ADTZH AEBSH AECPX AEKER AENEX AFKWA AFRAH AFTJW AGHFR AGUBO AGYEJ AHHHB AHJVU AIEXJ AIKHN AITUG AJOXV ALMA_UNASSIGNED_HOLDINGS AMFUW AMRAJ ATOGT AXJTR BJAXD BKOJK BLXMC CS3 DU5 EBS EFJIC EFLBG EO8 EO9 EP2 EP3 FDB FIRID FNPLU FYGXN G-Q GBLVA IHE IMUCA J1W JJJVA KOM LY7 M41 MO0 N9A O-L O9- OAUVE OZT P-8 P-9 P2P PC. Q38 RNS ROL RPZ SCC SDF SDG SDP SES SPC SPCBC SSE SST SSZ T5K TN5 XPP ZMT ~02 ~G- 29G AAQXK AATTM AAXKI AAYWO AAYXX ABEFU ABWVN ABXDB ACNNM ACRPL ACVFH ADCNI ADMUD ADNMO AEIPS AEUPX AFJKZ AFPUW AFXIZ AGCQF AGQPQ AGRNS AI. AIGII AIIUN AKBMS AKRWK AKYEP ANKPU APXCP ASPBG AVWKF AZFZN BNPGV CITATION EJD FEDTE FGOYB G-2 HVGLF HZ~ R2- RIG SET SEW SSH VH1 WUQ ZY4 7SR 7ST 8BQ 8FD C1K EFKBS FR3 JG9 KR7 SOI |
| ID | FETCH-LOGICAL-c392t-f5cee8074679d04edfa3af6df904f080c033b069a7fe29fa2591edd1f66c4cb73 |
| IEDL.DBID | .~1 |
| ISSN | 0141-0296 |
| IngestDate | Wed Aug 13 05:54:57 EDT 2025 Tue Jul 01 03:02:14 EDT 2025 Thu Apr 24 23:01:06 EDT 2025 Fri Feb 23 02:45:10 EST 2024 |
| IsDoiOpenAccess | false |
| IsOpenAccess | true |
| IsPeerReviewed | true |
| IsScholarly | true |
| Keywords | Deteriorating modelling Sudden event Continuous deterioration Probability density function-informed method (PDFM) Time-dependent reliability |
| Language | English |
| LinkModel | DirectLink |
| MergedId | FETCHMERGED-LOGICAL-c392t-f5cee8074679d04edfa3af6df904f080c033b069a7fe29fa2591edd1f66c4cb73 |
| Notes | ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 14 |
| OpenAccessLink | http://hdl.handle.net/10397/101038 |
| PQID | 2478621952 |
| PQPubID | 2045481 |
| ParticipantIDs | proquest_journals_2478621952 crossref_citationtrail_10_1016_j_engstruct_2020_111291 crossref_primary_10_1016_j_engstruct_2020_111291 elsevier_sciencedirect_doi_10_1016_j_engstruct_2020_111291 |
| ProviderPackageCode | CITATION AAYXX |
| PublicationCentury | 2000 |
| PublicationDate | 2020-12-15 |
| PublicationDateYYYYMMDD | 2020-12-15 |
| PublicationDate_xml | – month: 12 year: 2020 text: 2020-12-15 day: 15 |
| PublicationDecade | 2020 |
| PublicationPlace | Kidlington |
| PublicationPlace_xml | – name: Kidlington |
| PublicationTitle | Engineering structures |
| PublicationYear | 2020 |
| Publisher | Elsevier Ltd Elsevier BV |
| Publisher_xml | – name: Elsevier Ltd – name: Elsevier BV |
| References | El Hassan, Bressolette, Chateauneuf, El Tawil (b0110) 2010; 32 Li, Dong, Frangopol, Gautam (b0070) 2020; 16 Jia, Gardoni (b0145) 2019; 15 Ciampoli, Ellingwood (b0135) 2002; 35 Frangopol, Das (b0085) 1999 Li, Chen (b0260) 2007; 39 Courant, Friedrichs, Lewy (b0220) 1928; 100 Biondini, Frangopol (b0155) 2017; 13 Stewart (b0170) 2012; 8 Zhang, Song, Gu, Li (b0235) 2012; 34 Cairns, Plizzari, Du, Law, Franzoni (b0230) 2005; 102-M29 Zhang, Zhou, Gu, Dai (b0250) 2014; 26 Van Noortwijk, Frangopol (b0080) 2004; 19 Frangopol (b0075) 2002 Bhargava, Ghosh, Mori, Ramanujam (b0290) 2008; 134 Conway JH, Sloane NJA. Sphere Packings, Lattices and Groups. vol. 290. 1999. doi Chen, Yang, Li (b0270) 2016; 59 Kumar, Cline, Gardoni (b0065) 2015; 53 Zhu, François, Cleland, Coronelli (b0160) 2015; 96 CEB-FIP MC. Model code for concrete structures. Bull D’Information; 1990. GB50010-2010, GB50010-2009, China National Standards. Code for design of concrete structures. Beijing. China; 2010 [GB50010-2010]. Li, Chen, Sun, Peng (b0195) 2012; 28 Melchers (b0190) 1989; 6 Zhang, Song, Lim, Akiyama, Frangopol (b0115) 2019; 192 . Tu, Fang, Dong, Frangopol (b0040) 2017; 153 Li, Chen (b0200) 2009 Wang, Jin, Dong, Frangopol (b0050) 2018; 157 Li (b0120) 1995; 56 Wan, Chen, Beer (b0305) 2019 Mori, Ellingwood (b0015) 1993; 119 Stewart, Al-Harthy (b0105) 2008; 93 McKay, Beckman, Conover (b0180) 1979; 21 Li (b0095) 2003; 129 Li, Chen, Fan (b0165) 2007; 29 Gu, Guo, Zhou, Zhang, Jiang (b0225) 2018; 167 Auyeung, Balaguru, Chung (b0245) 2000; 97 Bastidas-Arteaga, Bressolette, Chateauneuf, Sánchez-Silva (b0125) 2009; 31 Tao, Li (b0280) 2017; 48 Frangopol, Dong, Sabatino (b0005) 2017; 13 Yang, Frangopol (b0140) 2019; 183 Wang, Zhang, Li (b0055) 2017; 161 Sanchez-Silva, Klutke, Rosowsky (b0060) 2011; 33 Fan (b0215) 2013; 30 Radović, Sobol, Tichy (b0265) 1996; 2 Guo, Dong, Gu (b0035) 2020; 233 Frangopol, Lin, Estes (b0020) 1997; 123 Xu, Chen, Li (b0210) 2012; 50 Bhargava, Ghosh, Mori, Ramanujam (b0285) 2007; 237 Stewart (b0025) 2004; 26 Jiang, Li (b0275) 2017; 69 Florian (b0185) 1992; 7 Tran, Bastidas-Arteaga, Schoefs, Bonnet, O’Connor, Lanata (b0130) 2012 Akiyama, Frangopol, Ishibashi (b0010) 2019 Wang, Sloan (b0175) 2008; 213 Li, Melchers (b0100) 2005; 102 Torres-Acosta, Navarro-Gutierrez, Terán-Guillén, Terán-Guillénb, Terán-Guillén (b0240) 2007; 29 Kamiński M. The stochastic perturbation method for computational mechanics; 2013. doi Wang, Dai, Bian, Ma, Zhang (b0030) 2019; 15 Tu, Dong, Fang (b0045) 2019; 24 Dostupov, Pugachev (b0205) 1957; 18 Stewart (b0150) 2009; 31 Jia (10.1016/j.engstruct.2020.111291_b0145) 2019; 15 Gu (10.1016/j.engstruct.2020.111291_b0225) 2018; 167 Tu (10.1016/j.engstruct.2020.111291_b0045) 2019; 24 10.1016/j.engstruct.2020.111291_b0300 Jiang (10.1016/j.engstruct.2020.111291_b0275) 2017; 69 Li (10.1016/j.engstruct.2020.111291_b0200) 2009 Stewart (10.1016/j.engstruct.2020.111291_b0105) 2008; 93 Mori (10.1016/j.engstruct.2020.111291_b0015) 1993; 119 Zhang (10.1016/j.engstruct.2020.111291_b0235) 2012; 34 Van Noortwijk (10.1016/j.engstruct.2020.111291_b0080) 2004; 19 Frangopol (10.1016/j.engstruct.2020.111291_b0085) 1999 Wang (10.1016/j.engstruct.2020.111291_b0055) 2017; 161 Frangopol (10.1016/j.engstruct.2020.111291_b0075) 2002 Zhu (10.1016/j.engstruct.2020.111291_b0160) 2015; 96 Tu (10.1016/j.engstruct.2020.111291_b0040) 2017; 153 Yang (10.1016/j.engstruct.2020.111291_b0140) 2019; 183 Frangopol (10.1016/j.engstruct.2020.111291_b0020) 1997; 123 Stewart (10.1016/j.engstruct.2020.111291_b0150) 2009; 31 Tran (10.1016/j.engstruct.2020.111291_b0130) 2012 Akiyama (10.1016/j.engstruct.2020.111291_b0010) 2019 Tao (10.1016/j.engstruct.2020.111291_b0280) 2017; 48 Zhang (10.1016/j.engstruct.2020.111291_b0250) 2014; 26 Frangopol (10.1016/j.engstruct.2020.111291_b0005) 2017; 13 Fan (10.1016/j.engstruct.2020.111291_b0215) 2013; 30 Sanchez-Silva (10.1016/j.engstruct.2020.111291_b0060) 2011; 33 Li (10.1016/j.engstruct.2020.111291_b0195) 2012; 28 Bhargava (10.1016/j.engstruct.2020.111291_b0285) 2007; 237 Li (10.1016/j.engstruct.2020.111291_b0120) 1995; 56 McKay (10.1016/j.engstruct.2020.111291_b0180) 1979; 21 Stewart (10.1016/j.engstruct.2020.111291_b0170) 2012; 8 Torres-Acosta (10.1016/j.engstruct.2020.111291_b0240) 2007; 29 Auyeung (10.1016/j.engstruct.2020.111291_b0245) 2000; 97 Wang (10.1016/j.engstruct.2020.111291_b0030) 2019; 15 Xu (10.1016/j.engstruct.2020.111291_b0210) 2012; 50 Guo (10.1016/j.engstruct.2020.111291_b0035) 2020; 233 Dostupov (10.1016/j.engstruct.2020.111291_b0205) 1957; 18 Li (10.1016/j.engstruct.2020.111291_b0260) 2007; 39 Melchers (10.1016/j.engstruct.2020.111291_b0190) 1989; 6 Ciampoli (10.1016/j.engstruct.2020.111291_b0135) 2002; 35 Florian (10.1016/j.engstruct.2020.111291_b0185) 1992; 7 Biondini (10.1016/j.engstruct.2020.111291_b0155) 2017; 13 Bastidas-Arteaga (10.1016/j.engstruct.2020.111291_b0125) 2009; 31 Radović (10.1016/j.engstruct.2020.111291_b0265) 1996; 2 10.1016/j.engstruct.2020.111291_b0295 Chen (10.1016/j.engstruct.2020.111291_b0270) 2016; 59 Li (10.1016/j.engstruct.2020.111291_b0100) 2005; 102 Li (10.1016/j.engstruct.2020.111291_b0165) 2007; 29 El Hassan (10.1016/j.engstruct.2020.111291_b0110) 2010; 32 10.1016/j.engstruct.2020.111291_b0255 Cairns (10.1016/j.engstruct.2020.111291_b0230) 2005; 102-M29 Wang (10.1016/j.engstruct.2020.111291_b0050) 2018; 157 Li (10.1016/j.engstruct.2020.111291_b0070) 2020; 16 Bhargava (10.1016/j.engstruct.2020.111291_b0290) 2008; 134 Kumar (10.1016/j.engstruct.2020.111291_b0065) 2015; 53 Zhang (10.1016/j.engstruct.2020.111291_b0115) 2019; 192 Stewart (10.1016/j.engstruct.2020.111291_b0025) 2004; 26 Wan (10.1016/j.engstruct.2020.111291_b0305) 2019 10.1016/j.engstruct.2020.111291_b0090 Wang (10.1016/j.engstruct.2020.111291_b0175) 2008; 213 Li (10.1016/j.engstruct.2020.111291_b0095) 2003; 129 Courant (10.1016/j.engstruct.2020.111291_b0220) 1928; 100 |
| References_xml | – volume: 35 start-page: 3 year: 2002 end-page: 14 ident: b0135 article-title: Probabilistic methods for assessing current and future performance of concrete structures in nuclear power plants publication-title: Mater Struct – volume: 102 start-page: 754 year: 2005 end-page: 762 ident: b0100 article-title: Time-dependent risk assessment of structural deterioration caused by reinforcement corrosion publication-title: ACI Struct J – start-page: 1 year: 2019 end-page: 8 ident: b0305 article-title: Pathways for uncertainty quantification through stochastic damage constitutive models of concrete publication-title: 13th Int Conf. Appl. Stat. Probab. Civ. Eng. ICASP13 – volume: 59 start-page: 20 year: 2016 end-page: 31 ident: b0270 article-title: A GF-discrepancy for point selection in stochastic seismic response analysis of structures with uncertain parameters publication-title: Struct Saf – reference: GB50010-2010, GB50010-2009, China National Standards. Code for design of concrete structures. Beijing. China; 2010 [GB50010-2010]. – volume: 7 start-page: 123 year: 1992 end-page: 130 ident: b0185 article-title: An efficient sampling scheme: Updated Latin Hypercube Sampling publication-title: Probabilistic Eng Mech – volume: 33 start-page: 206 year: 2011 end-page: 217 ident: b0060 article-title: Life-cycle performance of structures subject to multiple deterioration mechanisms publication-title: Struct Saf – volume: 32 start-page: 3279 year: 2010 end-page: 3287 ident: b0110 article-title: Reliability-based assessment of the effect of climatic conditions on the corrosion of RC structures subject to chloride ingress publication-title: Eng Struct – volume: 31 start-page: 19 year: 2009 end-page: 30 ident: b0150 article-title: Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams publication-title: Struct Saf – volume: 19 start-page: 345 year: 2004 end-page: 359 ident: b0080 article-title: Two probabilistic life-cycle maintenance models for deteriorating civil infrastructures publication-title: Probabilistic Eng Mech – volume: 233 start-page: 117251 year: 2020 ident: b0035 article-title: Durability assessment of reinforced concrete structures considering global warming: A performance-based engineering and experimental approach publication-title: Constr Build Mater – volume: 157 start-page: 119 year: 2018 end-page: 131 ident: b0050 article-title: Hierarchical life-cycle design of reinforced concrete structures incorporating durability, economic efficiency and green objectives publication-title: Eng Struct – volume: 129 start-page: 753 year: 2003 end-page: 761 ident: b0095 article-title: Life-cycle modeling of corrosion-affected concrete structures: propagation publication-title: J Struct Eng – volume: 192 start-page: 30 year: 2019 end-page: 52 ident: b0115 article-title: Reliability estimation of corroded RC structures based on spatial variability using experimental evidence, probabilistic analysis and finite element method publication-title: Eng Struct – volume: 237 start-page: 1140 year: 2007 end-page: 1157 ident: b0285 article-title: Corrosion-induced bond strength degradation in reinforced concrete-Analytical and empirical models publication-title: Nucl Eng Des – reference: Kamiński M. The stochastic perturbation method for computational mechanics; 2013. doi: – volume: 102-M29 start-page: 256 year: 2005 end-page: 264 ident: b0230 article-title: Mechanical properties of corrosion-damaged reinforcement publication-title: ACI Mater J – volume: 2 start-page: 1 year: 1996 end-page: 14 ident: b0265 article-title: Quasi-Monte Carlo methods for numerical integration: Comparison of different low discrepancy sequences publication-title: Monte Carlo Methods Appl – start-page: 698 year: 2012 end-page: 705 ident: b0130 article-title: Structural reliability analysis of deteriorating RC bridges considering spatial variability publication-title: Bridg Maintenance, Safety, Manag Resil Sustain - Proc Sixth Int Conf Bridg Maintenance, Saf Manag – volume: 24 year: 2019 ident: b0045 article-title: Time-dependent reliability and redundancy of corroded prestressed concrete bridges at material, component, and system levels publication-title: J Bridg Eng – start-page: 1 year: 2002 end-page: 14 ident: b0075 article-title: Reliability Deterioration and Lifetime Maintenance Cost Optimization publication-title: Keynote Lect Proc First Int ASRANet Colloq Integr Struct Reliab Anal with Adv Struct Anal – volume: 123 start-page: 286 year: 1997 end-page: 297 ident: b0020 article-title: Reliability of reinforced concrete girders under corrosion attack publication-title: J Struct Eng – volume: 15 start-page: 285 year: 2019 end-page: 295 ident: b0030 article-title: Concrete cracking prediction under combined prestress and strand corrosion publication-title: Struct Infrastruct Eng – volume: 167 start-page: 188 year: 2018 end-page: 202 ident: b0225 article-title: Corrosion non-uniformity of steel bars and reliability of corroded RC beams publication-title: Eng Struct – reference: Conway JH, Sloane NJA. Sphere Packings, Lattices and Groups. vol. 290. 1999. doi: – volume: 16 start-page: 626 year: 2020 end-page: 641 ident: b0070 article-title: Long-term resilience and loss assessment of highway bridges under multiple natural hazards publication-title: Struct Infrastruct Eng – volume: 13 start-page: 1239 year: 2017 end-page: 1257 ident: b0005 article-title: Bridge life-cycle performance and cost: analysis, prediction, optimisation and decision-making publication-title: Struct Infrastruct Eng – year: 2009 ident: b0200 article-title: Stochastic dynamics of structures – reference: CEB-FIP MC. Model code for concrete structures. Bull D’Information; 1990. – volume: 56 start-page: 1073 year: 1995 end-page: 1079 ident: b0120 article-title: Computation of the failure probability of deteriorating structural systems publication-title: Comput Struct – volume: 31 start-page: 84 year: 2009 end-page: 96 ident: b0125 article-title: Probabilistic lifetime assessment of RC structures under coupled corrosion-fatigue deterioration processes publication-title: Struct Saf – volume: 48 start-page: 1 year: 2017 end-page: 11 ident: b0280 article-title: An ensemble evolution numerical method for solving generalized density evolution equation publication-title: Probabilistic Eng Mech – volume: 53 start-page: 36 year: 2015 end-page: 43 ident: b0065 article-title: A stochastic framework to model deterioration in engineering systems publication-title: Struct Saf – volume: 153 start-page: 1 year: 2017 end-page: 16 ident: b0040 article-title: Time-variant reliability analysis of widened deteriorating prestressed concrete bridges considering shrinkage and creep publication-title: Eng Struct – volume: 6 start-page: 3 year: 1989 end-page: 10 ident: b0190 article-title: Importance sampling in structural systems publication-title: Struct Saf – volume: 50 start-page: 135 year: 2012 end-page: 156 ident: b0210 article-title: Probability density evolution analysis of engineering structures via cubature points publication-title: Comput Mech – volume: 39 start-page: 693 year: 2007 end-page: 708 ident: b0260 article-title: The number theoretical method in response analysis of nonlinear stochastic structures publication-title: Comput Mech – volume: 97 start-page: 214 year: 2000 end-page: 220 ident: b0245 article-title: Bond behavior of corroded reinforcement bars publication-title: ACI Struct J – volume: 93 start-page: 373 year: 2008 end-page: 382 ident: b0105 article-title: Pitting corrosion and structural reliability of corroding RC structures: Experimental data and probabilistic analysis publication-title: Reliab Eng Syst Saf – volume: 96 start-page: 66 year: 2015 end-page: 77 ident: b0160 article-title: Failure mode transitions of corroded deep beams exposed to marine environment for long period publication-title: Eng Struct – volume: 28 start-page: 132 year: 2012 end-page: 142 ident: b0195 article-title: Advances of the probability density evolution method for nonlinear stochastic systems publication-title: Probabilistic Eng Mech – volume: 13 start-page: 94 year: 2017 end-page: 106 ident: b0155 article-title: Time-variant redundancy and failure times of deteriorating concrete structures considering multiple limit states publication-title: Struct Infrastruct Eng – start-page: 1 year: 2019 end-page: 25 ident: b0010 article-title: Toward life-cycle reliability-, risk- and resilience-based design and assessment of bridges and bridge networks under independent and interacting hazards: emphasis on earthquake, tsunami and corrosion publication-title: Struct Infrastruct Eng – volume: 21 start-page: 239 year: 1979 end-page: 245 ident: b0180 article-title: A comparison of three methods for selecting values of input variables in the analysis of output from a computer code publication-title: Technometrics – volume: 18 start-page: 620 year: 1957 end-page: 630 ident: b0205 article-title: The equation to define a probability distribution, of the integral of a system of ordinary differential equations with randon parameters publication-title: Mat Sb – volume: 15 start-page: 1001 year: 2019 end-page: 1014 ident: b0145 article-title: Stochastic life-cycle analysis: renewal-theory life-cycle analysis with state-dependent deterioration stochastic models publication-title: Struct Infrastruct Eng – volume: 161 start-page: 78 year: 2017 end-page: 86 ident: b0055 article-title: Reliability assessment of aging structures subjected to gradual and shock deteriorations publication-title: Reliab Eng Syst Saf – volume: 8 start-page: 607 year: 2012 end-page: 619 ident: b0170 article-title: Spatial and time-dependent reliability modelling of corrosion damage, safety and maintenance for reinforced concrete structures publication-title: Struct Infrastruct Eng – volume: 183 start-page: 197 year: 2019 end-page: 212 ident: b0140 article-title: Life-cycle management of deteriorating civil infrastructure considering resilience to lifetime hazards: A general approach based on renewal-reward processes publication-title: Reliab Eng Syst Saf – volume: 100 start-page: 32 year: 1928 end-page: 74 ident: b0220 article-title: About the partial difference equations in mathematical physics (Über die partiellen Differenzengleichungen der mathematischen Physik) publication-title: Math Ann – volume: 213 start-page: 366 year: 2008 end-page: 386 ident: b0175 article-title: Low discrepancy sequences in high dimensions: How well are their projections distributed? publication-title: J Comput Appl Math – volume: 29 start-page: 112 year: 2007 end-page: 131 ident: b0165 article-title: The equivalent extreme-value event and evaluation of the structural system reliability publication-title: Struct Saf – volume: 119 start-page: 1600 year: 1993 end-page: 1621 ident: b0015 article-title: Reliability-based service-life assessment of aging concrete structures publication-title: J Struct Eng (United States) – volume: 34 start-page: 409 year: 2012 end-page: 417 ident: b0235 article-title: Tensile and fatigue behavior of corroded rebars publication-title: Constr Build Mater – volume: 134 start-page: 221 year: 2008 end-page: 230 ident: b0290 article-title: Suggested empirical models for corrosion-induced bond degradation in reinforced concrete publication-title: J Struct Eng – volume: 69 start-page: 35 year: 2017 end-page: 46 ident: b0275 article-title: High dimensional structural reliability with dimension reduction publication-title: Struct Saf – volume: 26 start-page: 453 year: 2004 end-page: 470 ident: b0025 article-title: Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure publication-title: Struct Saf – reference: . – volume: 30 year: 2013 ident: b0215 article-title: Time-dependent reliability analysis of structure with performance mutations based on probability density evolution method and its application publication-title: Gongcheng Lixue/Eng Mech – volume: 26 start-page: 822 year: 2014 end-page: 832 ident: b0250 article-title: Probability distribution model for cross-sectional area of corroded reinforcing steel bars publication-title: J Mater Civ Eng – volume: 29 start-page: 1145 year: 2007 end-page: 1152 ident: b0240 article-title: Residual flexure capacity of corroded reinforced concrete beams publication-title: Eng Struct – start-page: 45 year: 1999 end-page: 58 ident: b0085 article-title: Management of bridge stocks based on future reliability and maintenance costs publication-title: Bridg Des Constr Maint – volume: 161 start-page: 78 year: 2017 ident: 10.1016/j.engstruct.2020.111291_b0055 article-title: Reliability assessment of aging structures subjected to gradual and shock deteriorations publication-title: Reliab Eng Syst Saf doi: 10.1016/j.ress.2017.01.014 – volume: 34 start-page: 409 year: 2012 ident: 10.1016/j.engstruct.2020.111291_b0235 article-title: Tensile and fatigue behavior of corroded rebars publication-title: Constr Build Mater doi: 10.1016/j.conbuildmat.2012.02.071 – start-page: 1 year: 2002 ident: 10.1016/j.engstruct.2020.111291_b0075 article-title: Reliability Deterioration and Lifetime Maintenance Cost Optimization publication-title: Keynote Lect Proc First Int ASRANet Colloq Integr Struct Reliab Anal with Adv Struct Anal – volume: 29 start-page: 1145 year: 2007 ident: 10.1016/j.engstruct.2020.111291_b0240 article-title: Residual flexure capacity of corroded reinforced concrete beams publication-title: Eng Struct doi: 10.1016/j.engstruct.2006.07.018 – volume: 102 start-page: 754 year: 2005 ident: 10.1016/j.engstruct.2020.111291_b0100 article-title: Time-dependent risk assessment of structural deterioration caused by reinforcement corrosion publication-title: ACI Struct J – volume: 18 start-page: 620 year: 1957 ident: 10.1016/j.engstruct.2020.111291_b0205 article-title: The equation to define a probability distribution, of the integral of a system of ordinary differential equations with randon parameters publication-title: Mat Sb – volume: 50 start-page: 135 year: 2012 ident: 10.1016/j.engstruct.2020.111291_b0210 article-title: Probability density evolution analysis of engineering structures via cubature points publication-title: Comput Mech doi: 10.1007/s00466-011-0678-2 – volume: 100 start-page: 32 year: 1928 ident: 10.1016/j.engstruct.2020.111291_b0220 article-title: About the partial difference equations in mathematical physics (Über die partiellen Differenzengleichungen der mathematischen Physik) publication-title: Math Ann doi: 10.1007/BF01448839 – volume: 56 start-page: 1073 year: 1995 ident: 10.1016/j.engstruct.2020.111291_b0120 article-title: Computation of the failure probability of deteriorating structural systems publication-title: Comput Struct doi: 10.1016/0045-7949(94)00947-2 – ident: 10.1016/j.engstruct.2020.111291_b0090 doi: 10.1002/9781118481844 – volume: 35 start-page: 3 year: 2002 ident: 10.1016/j.engstruct.2020.111291_b0135 article-title: Probabilistic methods for assessing current and future performance of concrete structures in nuclear power plants publication-title: Mater Struct doi: 10.1007/BF02482084 – volume: 59 start-page: 20 year: 2016 ident: 10.1016/j.engstruct.2020.111291_b0270 article-title: A GF-discrepancy for point selection in stochastic seismic response analysis of structures with uncertain parameters publication-title: Struct Saf doi: 10.1016/j.strusafe.2015.11.001 – volume: 30 year: 2013 ident: 10.1016/j.engstruct.2020.111291_b0215 article-title: Time-dependent reliability analysis of structure with performance mutations based on probability density evolution method and its application publication-title: Gongcheng Lixue/Eng Mech – volume: 13 start-page: 94 year: 2017 ident: 10.1016/j.engstruct.2020.111291_b0155 article-title: Time-variant redundancy and failure times of deteriorating concrete structures considering multiple limit states publication-title: Struct Infrastruct Eng doi: 10.1080/15732479.2016.1198403 – volume: 183 start-page: 197 year: 2019 ident: 10.1016/j.engstruct.2020.111291_b0140 article-title: Life-cycle management of deteriorating civil infrastructure considering resilience to lifetime hazards: A general approach based on renewal-reward processes publication-title: Reliab Eng Syst Saf doi: 10.1016/j.ress.2018.11.016 – volume: 2 start-page: 1 year: 1996 ident: 10.1016/j.engstruct.2020.111291_b0265 article-title: Quasi-Monte Carlo methods for numerical integration: Comparison of different low discrepancy sequences publication-title: Monte Carlo Methods Appl doi: 10.1515/mcma.1996.2.1.1 – volume: 33 start-page: 206 year: 2011 ident: 10.1016/j.engstruct.2020.111291_b0060 article-title: Life-cycle performance of structures subject to multiple deterioration mechanisms publication-title: Struct Saf doi: 10.1016/j.strusafe.2011.03.003 – volume: 29 start-page: 112 year: 2007 ident: 10.1016/j.engstruct.2020.111291_b0165 article-title: The equivalent extreme-value event and evaluation of the structural system reliability publication-title: Struct Saf doi: 10.1016/j.strusafe.2006.03.002 – volume: 26 start-page: 453 year: 2004 ident: 10.1016/j.engstruct.2020.111291_b0025 article-title: Spatial variability of pitting corrosion and its influence on structural fragility and reliability of RC beams in flexure publication-title: Struct Saf doi: 10.1016/j.strusafe.2004.03.002 – start-page: 698 year: 2012 ident: 10.1016/j.engstruct.2020.111291_b0130 article-title: Structural reliability analysis of deteriorating RC bridges considering spatial variability – volume: 6 start-page: 3 year: 1989 ident: 10.1016/j.engstruct.2020.111291_b0190 article-title: Importance sampling in structural systems publication-title: Struct Saf doi: 10.1016/0167-4730(89)90003-9 – volume: 8 start-page: 607 year: 2012 ident: 10.1016/j.engstruct.2020.111291_b0170 article-title: Spatial and time-dependent reliability modelling of corrosion damage, safety and maintenance for reinforced concrete structures publication-title: Struct Infrastruct Eng doi: 10.1080/15732479.2010.505379 – volume: 119 start-page: 1600 year: 1993 ident: 10.1016/j.engstruct.2020.111291_b0015 article-title: Reliability-based service-life assessment of aging concrete structures publication-title: J Struct Eng (United States) doi: 10.1061/(ASCE)0733-9445(1993)119:5(1600) – volume: 31 start-page: 84 year: 2009 ident: 10.1016/j.engstruct.2020.111291_b0125 article-title: Probabilistic lifetime assessment of RC structures under coupled corrosion-fatigue deterioration processes publication-title: Struct Saf doi: 10.1016/j.strusafe.2008.04.001 – volume: 26 start-page: 822 year: 2014 ident: 10.1016/j.engstruct.2020.111291_b0250 article-title: Probability distribution model for cross-sectional area of corroded reinforcing steel bars publication-title: J Mater Civ Eng doi: 10.1061/(ASCE)MT.1943-5533.0000888 – volume: 153 start-page: 1 year: 2017 ident: 10.1016/j.engstruct.2020.111291_b0040 article-title: Time-variant reliability analysis of widened deteriorating prestressed concrete bridges considering shrinkage and creep publication-title: Eng Struct doi: 10.1016/j.engstruct.2017.09.060 – volume: 53 start-page: 36 year: 2015 ident: 10.1016/j.engstruct.2020.111291_b0065 article-title: A stochastic framework to model deterioration in engineering systems publication-title: Struct Saf doi: 10.1016/j.strusafe.2014.12.001 – volume: 129 start-page: 753 year: 2003 ident: 10.1016/j.engstruct.2020.111291_b0095 article-title: Life-cycle modeling of corrosion-affected concrete structures: propagation publication-title: J Struct Eng doi: 10.1061/(ASCE)0733-9445(2003)129:6(753) – volume: 13 start-page: 1239 year: 2017 ident: 10.1016/j.engstruct.2020.111291_b0005 article-title: Bridge life-cycle performance and cost: analysis, prediction, optimisation and decision-making publication-title: Struct Infrastruct Eng doi: 10.1080/15732479.2016.1267772 – year: 2009 ident: 10.1016/j.engstruct.2020.111291_b0200 – volume: 48 start-page: 1 year: 2017 ident: 10.1016/j.engstruct.2020.111291_b0280 article-title: An ensemble evolution numerical method for solving generalized density evolution equation publication-title: Probabilistic Eng Mech doi: 10.1016/j.probengmech.2017.03.001 – volume: 32 start-page: 3279 year: 2010 ident: 10.1016/j.engstruct.2020.111291_b0110 article-title: Reliability-based assessment of the effect of climatic conditions on the corrosion of RC structures subject to chloride ingress publication-title: Eng Struct doi: 10.1016/j.engstruct.2010.07.001 – volume: 15 start-page: 285 year: 2019 ident: 10.1016/j.engstruct.2020.111291_b0030 article-title: Concrete cracking prediction under combined prestress and strand corrosion publication-title: Struct Infrastruct Eng doi: 10.1080/15732479.2018.1550519 – volume: 69 start-page: 35 year: 2017 ident: 10.1016/j.engstruct.2020.111291_b0275 article-title: High dimensional structural reliability with dimension reduction publication-title: Struct Saf doi: 10.1016/j.strusafe.2017.07.007 – ident: 10.1016/j.engstruct.2020.111291_b0295 – volume: 21 start-page: 239 year: 1979 ident: 10.1016/j.engstruct.2020.111291_b0180 article-title: A comparison of three methods for selecting values of input variables in the analysis of output from a computer code publication-title: Technometrics – start-page: 1 year: 2019 ident: 10.1016/j.engstruct.2020.111291_b0305 article-title: Pathways for uncertainty quantification through stochastic damage constitutive models of concrete – volume: 97 start-page: 214 year: 2000 ident: 10.1016/j.engstruct.2020.111291_b0245 article-title: Bond behavior of corroded reinforcement bars publication-title: ACI Struct J – volume: 123 start-page: 286 year: 1997 ident: 10.1016/j.engstruct.2020.111291_b0020 article-title: Reliability of reinforced concrete girders under corrosion attack publication-title: J Struct Eng doi: 10.1061/(ASCE)0733-9445(1997)123:3(286) – volume: 28 start-page: 132 year: 2012 ident: 10.1016/j.engstruct.2020.111291_b0195 article-title: Advances of the probability density evolution method for nonlinear stochastic systems publication-title: Probabilistic Eng Mech doi: 10.1016/j.probengmech.2011.08.019 – volume: 167 start-page: 188 year: 2018 ident: 10.1016/j.engstruct.2020.111291_b0225 article-title: Corrosion non-uniformity of steel bars and reliability of corroded RC beams publication-title: Eng Struct doi: 10.1016/j.engstruct.2018.04.020 – start-page: 1 year: 2019 ident: 10.1016/j.engstruct.2020.111291_b0010 article-title: Toward life-cycle reliability-, risk- and resilience-based design and assessment of bridges and bridge networks under independent and interacting hazards: emphasis on earthquake, tsunami and corrosion publication-title: Struct Infrastruct Eng – volume: 134 start-page: 221 year: 2008 ident: 10.1016/j.engstruct.2020.111291_b0290 article-title: Suggested empirical models for corrosion-induced bond degradation in reinforced concrete publication-title: J Struct Eng doi: 10.1061/(ASCE)0733-9445(2008)134:2(221) – volume: 16 start-page: 626 year: 2020 ident: 10.1016/j.engstruct.2020.111291_b0070 article-title: Long-term resilience and loss assessment of highway bridges under multiple natural hazards publication-title: Struct Infrastruct Eng doi: 10.1080/15732479.2019.1699936 – volume: 39 start-page: 693 year: 2007 ident: 10.1016/j.engstruct.2020.111291_b0260 article-title: The number theoretical method in response analysis of nonlinear stochastic structures publication-title: Comput Mech doi: 10.1007/s00466-006-0054-9 – volume: 31 start-page: 19 year: 2009 ident: 10.1016/j.engstruct.2020.111291_b0150 article-title: Mechanical behaviour of pitting corrosion of flexural and shear reinforcement and its effect on structural reliability of corroding RC beams publication-title: Struct Saf doi: 10.1016/j.strusafe.2007.12.001 – volume: 157 start-page: 119 year: 2018 ident: 10.1016/j.engstruct.2020.111291_b0050 article-title: Hierarchical life-cycle design of reinforced concrete structures incorporating durability, economic efficiency and green objectives publication-title: Eng Struct doi: 10.1016/j.engstruct.2017.11.022 – volume: 93 start-page: 373 year: 2008 ident: 10.1016/j.engstruct.2020.111291_b0105 article-title: Pitting corrosion and structural reliability of corroding RC structures: Experimental data and probabilistic analysis publication-title: Reliab Eng Syst Saf doi: 10.1016/j.ress.2006.12.013 – volume: 192 start-page: 30 year: 2019 ident: 10.1016/j.engstruct.2020.111291_b0115 article-title: Reliability estimation of corroded RC structures based on spatial variability using experimental evidence, probabilistic analysis and finite element method publication-title: Eng Struct doi: 10.1016/j.engstruct.2019.04.085 – volume: 102-M29 start-page: 256 year: 2005 ident: 10.1016/j.engstruct.2020.111291_b0230 article-title: Mechanical properties of corrosion-damaged reinforcement publication-title: ACI Mater J – volume: 7 start-page: 123 year: 1992 ident: 10.1016/j.engstruct.2020.111291_b0185 article-title: An efficient sampling scheme: Updated Latin Hypercube Sampling publication-title: Probabilistic Eng Mech doi: 10.1016/0266-8920(92)90015-A – volume: 96 start-page: 66 year: 2015 ident: 10.1016/j.engstruct.2020.111291_b0160 article-title: Failure mode transitions of corroded deep beams exposed to marine environment for long period publication-title: Eng Struct doi: 10.1016/j.engstruct.2015.04.004 – volume: 24 year: 2019 ident: 10.1016/j.engstruct.2020.111291_b0045 article-title: Time-dependent reliability and redundancy of corroded prestressed concrete bridges at material, component, and system levels publication-title: J Bridg Eng doi: 10.1061/(ASCE)BE.1943-5592.0001461 – volume: 15 start-page: 1001 year: 2019 ident: 10.1016/j.engstruct.2020.111291_b0145 article-title: Stochastic life-cycle analysis: renewal-theory life-cycle analysis with state-dependent deterioration stochastic models publication-title: Struct Infrastruct Eng doi: 10.1080/15732479.2019.1590424 – volume: 213 start-page: 366 year: 2008 ident: 10.1016/j.engstruct.2020.111291_b0175 article-title: Low discrepancy sequences in high dimensions: How well are their projections distributed? publication-title: J Comput Appl Math doi: 10.1016/j.cam.2007.01.005 – ident: 10.1016/j.engstruct.2020.111291_b0255 doi: 10.1007/978-1-4757-6568-7 – volume: 233 start-page: 117251 year: 2020 ident: 10.1016/j.engstruct.2020.111291_b0035 article-title: Durability assessment of reinforced concrete structures considering global warming: A performance-based engineering and experimental approach publication-title: Constr Build Mater doi: 10.1016/j.conbuildmat.2019.117251 – volume: 19 start-page: 345 year: 2004 ident: 10.1016/j.engstruct.2020.111291_b0080 article-title: Two probabilistic life-cycle maintenance models for deteriorating civil infrastructures publication-title: Probabilistic Eng Mech doi: 10.1016/j.probengmech.2004.03.002 – start-page: 45 year: 1999 ident: 10.1016/j.engstruct.2020.111291_b0085 article-title: Management of bridge stocks based on future reliability and maintenance costs publication-title: Bridg Des Constr Maint – ident: 10.1016/j.engstruct.2020.111291_b0300 – volume: 237 start-page: 1140 year: 2007 ident: 10.1016/j.engstruct.2020.111291_b0285 article-title: Corrosion-induced bond strength degradation in reinforced concrete-Analytical and empirical models publication-title: Nucl Eng Des doi: 10.1016/j.nucengdes.2007.01.010 |
| SSID | ssj0002880 |
| Score | 2.4035037 |
| Snippet | •Time-dependent reliability analysis approach under various scenarios is developed.•Component- and system-level reliability are analyzed by the proposed... Civil infrastructure can be subjected to different deterioration scenarios (e.g., continuous deterioration and sudden events) during its service life.... |
| SourceID | proquest crossref elsevier |
| SourceType | Aggregation Database Enrichment Source Index Database Publisher |
| StartPage | 111291 |
| SubjectTerms | Continuous deterioration Deteriorating modelling Deterioration Probability density function-informed method (PDFM) Probability density functions Reliability analysis Reliability engineering Service life Structural design Structural engineering Structural reliability Sudden event Time dependence Time-dependent reliability Translation |
| Title | Two-step translation method for time-dependent reliability of structures subject to both continuous deterioration and sudden events |
| URI | https://dx.doi.org/10.1016/j.engstruct.2020.111291 https://www.proquest.com/docview/2478621952 |
| Volume | 225 |
| hasFullText | 1 |
| inHoldings | 1 |
| isFullTextHit | |
| isPrint | |
| link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1LS8QwEA6iFz2IT3ysSw5e66bZPhJvIsqq6EWFvYW0SaQi7eJ2ES9e_OPONO36APHgsWFSQr7JPMKXGUIOBXiBKBM2ANcb49WNhiMV54FhFkdEnsb4dvj6JhndR5fjeLxATru3MEirbG2_t-mNtW5HBu1uDiZFMbhtKIpcJpxBmiX5GF-wRylq-dHbJ82Di6Z7GgoHKP2N42XLB1-mFRJF3pgPLsPfPNQPW904oPM1stpGjvTEL26dLNhyg6x8qSe4Sd7vXqoAYJvQGl2Qp7lR3ySaQnRKsZN80PW9remzfSp8ne5XWjnqFzmDBJxOZxle0NC6ohlgSZHRXpSzajalBgk0Ras5VJcGhNF60aYW1HSL3J-f3Z2OgrbLQpBDbFQHLgY_KZq2I9KwyBqnh9olxkkWOYgnc9jejCVSp85y6TTkS6E1JnRJkkd5lg63yWJZlXaHUDbME8tEmqVCgnPUGHzKDDBnwmih012SdDur8rYEOXbCeFId1-xRzSFRCInykOwSNp848VU4_p5y3EGnvimUAl_x9-ReB7Zqz_RU8SiF9C-UMd_7z7_3yTJ-ISUmjHtkEQTsAQQ2ddZvNLdPlk4urkY3H6y0_IA |
| linkProvider | Elsevier |
| linkToHtml | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwtV1LT9wwELYoPbQcUJ8qlFIf2mO6jjcPG4kDokVLeVy6SHtzndiuglCyIlkhLr3wk_iDzMQOLUgVh4qrE1vWzHi-GevzDCGfBKBAUggbAfSmeHWj4UilZWSYxRFR5im-HT46ziYnyfdZOlsi18NbGKRVBt_vfXrvrcPIKEhzNK-q0Y-eoshlxhmkWZLPArPywF5eQN7Wbu9_BSV_5nzv23R3EoXWAlEJAUEXuRTAQfS9NqRhiTVOj7XLjJMscRBElbBmwTKpc2e5dBqShNgaE7ssK5OyyMew7hPyNAF3gW0Tvvz-wyvhom_XhruLcHt3SGW2_uXrwkJmynt_xWX8L0i8Bw494u29IKshVKU7XhovyZKtX5GVvwoYviZX04smAjuZ0w4xz_PqqO9KTSEcpti6Phoa7Xb03J5VvjD4JW0c9ZtcQMZP20WBN0K0a2gBxkORQl_Vi2bRUoOMnSqYKtW1gZ_RXdK--FT7hpw8iuzfkuW6qe07Qtm4zCwTeZELCWisMdqVBRgZE0YLna-RbJCsKkPNc2y9caYGctupulWJQpUor5I1wm4nzn3Zj4enbA2qU3csWAE4PTx5Y1C2Ck6kVTzJId-MZcrX_2ftj-TZZHp0qA73jw_ek-f4Bfk4cbpBluFn-wGiqq7Y7K2Ykp-PfWxuAD8HOZE |
| openUrl | ctx_ver=Z39.88-2004&ctx_enc=info%3Aofi%2Fenc%3AUTF-8&rfr_id=info%3Asid%2Fsummon.serialssolutions.com&rft_val_fmt=info%3Aofi%2Ffmt%3Akev%3Amtx%3Ajournal&rft.genre=article&rft.atitle=Two-step+translation+method+for+time-dependent+reliability+of+structures+subject+to+both+continuous+deterioration+and+sudden+events&rft.jtitle=Engineering+structures&rft.au=Guo%2C+Hong-Yuan&rft.au=Dong%2C+You&rft.au=Gu%2C+Xiang-Lin&rft.date=2020-12-15&rft.issn=0141-0296&rft.volume=225&rft.spage=111291&rft_id=info:doi/10.1016%2Fj.engstruct.2020.111291&rft.externalDBID=n%2Fa&rft.externalDocID=10_1016_j_engstruct_2020_111291 |
| thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0141-0296&client=summon |
| thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0141-0296&client=summon |
| thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0141-0296&client=summon |