Influence of soil type on damping reduction factor: A stochastic analysis based on peak theory
Damping reduction factor plays a central role both in scientific literature and seismic codes, but still now proposed formulations show a quite large scatter. The main goal of the present work is to explore a new definition of the damping reduction factor. The concept of stochastic response spectrum...
Saved in:
| Published in | Soil dynamics and earthquake engineering (1984) Vol. 104; pp. 365 - 368 |
|---|---|
| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
Barking
Elsevier Ltd
01.01.2018
Elsevier BV |
| Subjects | |
| Online Access | Get full text |
Cover
Loading…
| Abstract | Damping reduction factor plays a central role both in scientific literature and seismic codes, but still now proposed formulations show a quite large scatter. The main goal of the present work is to explore a new definition of the damping reduction factor. The concept of stochastic response spectrum is adopted in order to predict the earthquake response of a linear SDoF system, on the basis of the random vibration theory for non-stationary process. The peak of the response of a SDoF system under a non-stationary stochastic process is used to define the stochastic displacement spectrum. The damping reduction factor is thus evaluated as the ratio between the maximum displacement of systems with a given damping and a conventional one subject to the same earthquake.
•Damping reduction factors plays a central role both in scientific literature and seismic codes, but still now proposed formulations show a quite large scatter.•The concept of stochastic response spectrum is used for predicting the earthquake response of a structural system by adopting the random vibration theory for non-stationary processes.•The peak of the response of a SDoF system under a non-stationary stochastic process is used to define the stochastic displacement spectrum. |
|---|---|
| AbstractList | Damping reduction factor plays a central role both in scientific literature and seismic codes, but still now proposed formulations show a quite large scatter. The main goal of the present work is to explore a new definition of the damping reduction factor. The concept of stochastic response spectrum is adopted in order to predict the earthquake response of a linear SDoF system, on the basis of the random vibration theory for non-stationary process. The peak of the response of a SDoF system under a non-stationary stochastic process is used to define the stochastic displacement spectrum. The damping reduction factor is thus evaluated as the ratio between the maximum displacement of systems with a given damping and a conventional one subject to the same earthquake.
•Damping reduction factors plays a central role both in scientific literature and seismic codes, but still now proposed formulations show a quite large scatter.•The concept of stochastic response spectrum is used for predicting the earthquake response of a structural system by adopting the random vibration theory for non-stationary processes.•The peak of the response of a SDoF system under a non-stationary stochastic process is used to define the stochastic displacement spectrum. Damping reduction factor plays a central role both in scientific literature and seismic codes, but still now proposed formulations show a quite large scatter. The main goal of the present work is to explore a new definition of the damping reduction factor. The concept of stochastic response spectrum is adopted in order to predict the earthquake response of a linear SDoF system, on the basis of the random vibration theory for non-stationary process. The peak of the response of a SDoF system under a non-stationary stochastic process is used to define the stochastic displacement spectrum. The damping reduction factor is thus evaluated as the ratio between the maximum displacement of systems with a given damping and a conventional one subject to the same earthquake. |
| Author | Fiore, Alessandra Greco, Rita Briseghella, Bruno |
| Author_xml | – sequence: 1 givenname: Rita surname: Greco fullname: Greco, Rita email: rita.greco@poliba.it organization: DICATECH, Department of Civil Engineering, Environmental, Territory, Building and Chemical, Technical University of Bari, via Orabona 4, 70125 Bari, Italy – sequence: 2 givenname: Alessandra surname: Fiore fullname: Fiore, Alessandra email: alessandra.fiore@poliba.it organization: InGeo Engineering and Geology Department, University of Chieti-Pescara “G. d'Annunzio”, Viale Pindaro 42, 65127 Pescara, Italy – sequence: 3 givenname: Bruno surname: Briseghella fullname: Briseghella, Bruno email: bruno@fzu.edu.cn organization: College of Civil Engineering, Fuzhou University, No. 2 Xue Yuan Road, 350108 Fuzhou, Fujian Province, PR China |
| BookMark | eNqFkEtLAzEUhYNUsFZ_ghBwPTV3nhldSBFfUHCj4MqQJnds6jgZk1SYf2-GduWmq3AP5zuE75RMOtshIRfA5sCgvNrMvTWtHrp5yqCK2Zyl7IhMgVd1kuXwPiFTlpZVUqUlnJBT7zcsFoGXU_Lx3DXtFjuF1DZ03KFh6OPRUS2_e9N9Uod6q4KJSSNVsO6aLqgPVq2lD0ZR2cl28MbTlfSoR7BH-UXDGq0bzshxI1uP5_t3Rt4e7l_vnpLly-Pz3WKZyJxVIeEK0gYwV7ousMyLnOcpFAXnGeoVar7iaZ2XUkGuiyrTBfCmwZpnWqZYaFVnM3K52-2d_dmiD2Jjty7-zAuoaygZryqIrWLXUs5677ARvTPf0g0CmBhVio3YqxSjyjGOKiN3849TJshRSXDStAfp2x2NUcCvQSe8MqNxbRyqILQ1Bxb-AMhMllM |
| CitedBy_id | crossref_primary_10_1155_2018_3685091 crossref_primary_10_1007_s10950_024_10273_w crossref_primary_10_1088_1361_665X_ab282a crossref_primary_10_1016_j_engstruct_2018_11_021 crossref_primary_10_1080_13632469_2019_1643809 crossref_primary_10_1016_j_istruc_2023_05_131 crossref_primary_10_1007_s10706_024_02943_w crossref_primary_10_1016_j_soildyn_2020_106225 crossref_primary_10_1080_13632469_2018_1528910 crossref_primary_10_56748_ejse_23395 crossref_primary_10_1007_s42107_018_0023_6 crossref_primary_10_1080_13632469_2021_1991521 crossref_primary_10_1016_j_engstruct_2023_116627 crossref_primary_10_1080_13632469_2020_1747573 crossref_primary_10_1016_j_engstruct_2021_113012 crossref_primary_10_1080_13632469_2021_1913455 crossref_primary_10_1016_j_engstruct_2018_10_074 crossref_primary_10_1177_8755293020926189 |
| Cites_doi | 10.1115/1.3423521 10.1142/S1793431114500158 10.1016/j.soildyn.2013.09.020 10.1016/j.soildyn.2013.02.013 10.1142/S0219455414500448 10.1061/(ASCE)0733-9445(2004)130:11(1667) 10.1142/S0219455417501152 10.1080/13632469909350342 10.1016/j.soildyn.2015.09.014 10.1007/s10483-009-0213-y 10.1061/(ASCE)ST.1943-541X.0000918 |
| ContentType | Journal Article |
| Copyright | 2017 Elsevier Ltd Copyright Elsevier BV Jan 2018 |
| Copyright_xml | – notice: 2017 Elsevier Ltd – notice: Copyright Elsevier BV Jan 2018 |
| DBID | AAYXX CITATION 7ST 7TG 7UA 8FD C1K FR3 KL. KR7 SOI |
| DOI | 10.1016/j.soildyn.2017.10.020 |
| DatabaseName | CrossRef Environment Abstracts Meteorological & Geoastrophysical Abstracts Water Resources Abstracts Technology Research Database Environmental Sciences and Pollution Management Engineering Research Database Meteorological & Geoastrophysical Abstracts - Academic Civil Engineering Abstracts Environment Abstracts |
| DatabaseTitle | CrossRef Civil Engineering Abstracts Meteorological & Geoastrophysical Abstracts Technology Research Database Engineering Research Database Environment Abstracts Meteorological & Geoastrophysical Abstracts - Academic Water Resources Abstracts Environmental Sciences and Pollution Management |
| DatabaseTitleList | Civil Engineering Abstracts |
| DeliveryMethod | fulltext_linktorsrc |
| Discipline | Engineering |
| EISSN | 1879-341X |
| EndPage | 368 |
| ExternalDocumentID | 10_1016_j_soildyn_2017_10_020 S0267726117310370 |
| GroupedDBID | --K --M -~X .~1 0R~ 123 1B1 1~. 1~5 4.4 457 4G. 5VS 7-5 71M 8P~ 9JN AACTN AAEDT AAEDW AAIAV AAIKJ AAKOC AALRI AAOAW AAQFI AAQXK AAXUO ABEFU ABJNI ABMAC ABQEM ABQYD ABXDB ABYKQ ACDAQ ACGFS ACIWK ACLVX ACNNM ACRLP ACSBN ADBBV ADEZE ADMUD ADTZH AEBSH AECPX AEKER AENEX AFKWA AFRAH AFTJW AGHFR AGUBO AGYEJ AHHHB AHJVU AIEXJ AIKHN AITUG AJBFU AJOXV ALMA_UNASSIGNED_HOLDINGS AMFUW AMRAJ ASPBG ATOGT AVWKF AXJTR AZFZN BJAXD BKOJK BLXMC CS3 DU5 EBS EFJIC EFLBG EJD EO8 EO9 EP2 EP3 FDB FEDTE FGOYB FIRID FNPLU FYGXN G-2 G-Q GBLVA HVGLF HZ~ IHE IMUCA J1W JJJVA KOM LY7 M41 MO0 N9A O-L O9- OAUVE OZT P-8 P-9 P2P PC. Q38 R2- RIG ROL RPZ SDF SDG SDP SES SET SEW SPC SPCBC SSE SST SSZ T5K TN5 WUQ Y6R ZMT ~02 ~G- AATTM AAXKI AAYWO AAYXX ABWVN ACRPL ACVFH ADCNI ADNMO AEIPS AEUPX AFJKZ AFPUW AFXIZ AGCQF AGQPQ AGRNS AIGII AIIUN AKBMS AKRWK AKYEP ANKPU APXCP BNPGV CITATION SSH 7ST 7TG 7UA 8FD C1K EFKBS FR3 KL. KR7 SOI |
| ID | FETCH-LOGICAL-a407t-8c12f1e4cd95e6454842155883edbed8b82946ac14d573d518ffe983da2e5dc93 |
| IEDL.DBID | .~1 |
| ISSN | 0267-7261 |
| IngestDate | Wed Aug 13 04:50:12 EDT 2025 Tue Jul 01 03:37:49 EDT 2025 Thu Apr 24 23:10:51 EDT 2025 Fri Feb 23 02:22:54 EST 2024 |
| IsDoiOpenAccess | false |
| IsOpenAccess | true |
| IsPeerReviewed | true |
| IsScholarly | true |
| Keywords | Peak theory of stochastic process Seismic response spectrum Damping reduction factor |
| Language | English |
| LinkModel | DirectLink |
| MergedId | FETCHMERGED-LOGICAL-a407t-8c12f1e4cd95e6454842155883edbed8b82946ac14d573d518ffe983da2e5dc93 |
| Notes | ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 14 |
| OpenAccessLink | http://hdl.handle.net/11380/1287273 |
| PQID | 1991608771 |
| PQPubID | 2045399 |
| PageCount | 4 |
| ParticipantIDs | proquest_journals_1991608771 crossref_primary_10_1016_j_soildyn_2017_10_020 crossref_citationtrail_10_1016_j_soildyn_2017_10_020 elsevier_sciencedirect_doi_10_1016_j_soildyn_2017_10_020 |
| ProviderPackageCode | CITATION AAYXX |
| PublicationCentury | 2000 |
| PublicationDate | January 2018 2018-01-00 20180101 |
| PublicationDateYYYYMMDD | 2018-01-01 |
| PublicationDate_xml | – month: 01 year: 2018 text: January 2018 |
| PublicationDecade | 2010 |
| PublicationPlace | Barking |
| PublicationPlace_xml | – name: Barking |
| PublicationTitle | Soil dynamics and earthquake engineering (1984) |
| PublicationYear | 2018 |
| Publisher | Elsevier Ltd Elsevier BV |
| Publisher_xml | – name: Elsevier Ltd – name: Elsevier BV |
| References | Vanmarcke (bib18) 1975; 42 Marano, Acciani, Fiore, Abrescia (bib14) 2015; 15 Newmark, Hall (bib1) 1982 Greco, Marano, Fiore (bib12) 2017; 17 Greco, Marano (bib13) 2013; 55 Greco, Marano (bib15) 2013; 49 Tolis, Faccioli (bib3) 1999; 3 Clough, Penzien (bib9) 1977 Palermo, Silvestri, Trombetti (bib8) 2016; 80 Briseghella B, Greco R. Robust optimization under uncertain parameters using random vibration theory: application to base isolation devices. International Conference on Theory and Application of Random Vibration (ICTARV 2016), 4–7 November, Fuzhou, China; 2016. Priestley (bib7) 2003 Lucchini, Greco, Marano, Monti (bib16) 2014; 140 Greco, Fiore, Marano (bib10) 2014; 8 Eurocode 8. Design of structures for earthquake resistance, Part 1: General rules, seismic actions and rules for buildings. EN2004-1-1, CEN, Brussels; 2004. Bommer JJ, Elnashai AS, Weir AG. Compatible acceleration and displacement spectra for seismic design codes. In: Proceedings of the 12th world conference on earthquake engineering, Auckland; 2000. FEMA-356 (bib2) 2000 Jennings PC, Housner GW. Simulated earthquake motions for design purpose. Proc. 4th World Conf. Earth Eng., Santiago, A-1; 1968. Jun (bib19) 2009; 30 Lin, Chang (bib6) 2004; 130 Greco (10.1016/j.soildyn.2017.10.020_bib10) 2014; 8 Greco (10.1016/j.soildyn.2017.10.020_bib13) 2013; 55 Tolis (10.1016/j.soildyn.2017.10.020_bib3) 1999; 3 Greco (10.1016/j.soildyn.2017.10.020_bib15) 2013; 49 Newmark (10.1016/j.soildyn.2017.10.020_bib1) 1982 Clough (10.1016/j.soildyn.2017.10.020_bib9) 1977 Marano (10.1016/j.soildyn.2017.10.020_bib14) 2015; 15 Lucchini (10.1016/j.soildyn.2017.10.020_bib16) 2014; 140 FEMA-356 (10.1016/j.soildyn.2017.10.020_bib2) 2000 Lin (10.1016/j.soildyn.2017.10.020_bib6) 2004; 130 10.1016/j.soildyn.2017.10.020_bib11 Priestley (10.1016/j.soildyn.2017.10.020_bib7) 2003 10.1016/j.soildyn.2017.10.020_bib17 Palermo (10.1016/j.soildyn.2017.10.020_bib8) 2016; 80 Vanmarcke (10.1016/j.soildyn.2017.10.020_bib18) 1975; 42 10.1016/j.soildyn.2017.10.020_bib4 Jun (10.1016/j.soildyn.2017.10.020_bib19) 2009; 30 10.1016/j.soildyn.2017.10.020_bib5 Greco (10.1016/j.soildyn.2017.10.020_bib12) 2017; 17 |
| References_xml | – reference: Briseghella B, Greco R. Robust optimization under uncertain parameters using random vibration theory: application to base isolation devices. International Conference on Theory and Application of Random Vibration (ICTARV 2016), 4–7 November, Fuzhou, China; 2016. – volume: 140 start-page: A4014009 year: 2014 ident: bib16 article-title: Robust design of tuned mass damper systems for seismic protection of multistory buildings publication-title: J Struct Eng – year: 1977 ident: bib9 article-title: Dynamics of Structures – volume: 55 start-page: 288 year: 2013 end-page: 295 ident: bib13 article-title: Site based stochastic seismic spectra publication-title: Soil Dyn Earthq Eng – volume: 3 start-page: 107 year: 1999 end-page: 125 ident: bib3 article-title: Displacement design spectra publication-title: Earthq Eng – year: 2003 ident: bib7 article-title: Myths and Fallacies in Earthquake Engineering, Revisited – year: 2000 ident: bib2 article-title: NEHRP Prestandard and Commentary for the Seismic Rehabilitation of Buildings – volume: 80 start-page: 168 year: 2016 end-page: 176 ident: bib8 article-title: Stochastic-based damping reduction factors publication-title: Soil Dyn Earthq Eng – volume: 30 start-page: 255 year: 2009 end-page: 262 ident: bib19 article-title: An approximation of the first passage probability of systems under nonstationary random excitation publication-title: Appl Math Mech – year: 1982 ident: bib1 article-title: Earthquake Spectra and Design EERI Monograph Series – reference: Jennings PC, Housner GW. Simulated earthquake motions for design purpose. Proc. 4th World Conf. Earth Eng., Santiago, A-1; 1968. – volume: 49 start-page: 243 year: 2013 end-page: 253 ident: bib15 article-title: Optimum design of tuned mass dampers by displacement and energy perspectives publication-title: Soil Dyn Earthq Eng – volume: 130 start-page: 1667 year: 2004 end-page: 1675 ident: bib6 article-title: Effects of site classes on damping reduction factors publication-title: J Struct Eng – volume: 15 start-page: 1450044 year: 2015 ident: bib14 article-title: Integration algorithm for covariance non-stationary dynamic analysis of SDOF systems using equivalent stochastic linearization publication-title: Int J Struct Stab Dyn – volume: 42 start-page: 215 year: 1975 end-page: 220 ident: bib18 article-title: On the distribution of the first-passage time for normal stationary random process publication-title: J Appl Mech – volume: 17 start-page: 1750115 year: 2017 ident: bib12 article-title: Damage-based inelastic seismic spectra publication-title: Int J Struct Stab Dyn – volume: 8 start-page: 1450015 year: 2014 ident: bib10 article-title: The role of modulation function in nonstationary stochastic earthquake model publication-title: J Earthq Tsunami – reference: Eurocode 8. Design of structures for earthquake resistance, Part 1: General rules, seismic actions and rules for buildings. EN2004-1-1, CEN, Brussels; 2004. – reference: Bommer JJ, Elnashai AS, Weir AG. Compatible acceleration and displacement spectra for seismic design codes. In: Proceedings of the 12th world conference on earthquake engineering, Auckland; 2000. – volume: 42 start-page: 215 issue: 2 year: 1975 ident: 10.1016/j.soildyn.2017.10.020_bib18 article-title: On the distribution of the first-passage time for normal stationary random process publication-title: J Appl Mech doi: 10.1115/1.3423521 – volume: 8 start-page: 1450015 issue: 5 year: 2014 ident: 10.1016/j.soildyn.2017.10.020_bib10 article-title: The role of modulation function in nonstationary stochastic earthquake model publication-title: J Earthq Tsunami doi: 10.1142/S1793431114500158 – year: 2003 ident: 10.1016/j.soildyn.2017.10.020_bib7 – year: 1977 ident: 10.1016/j.soildyn.2017.10.020_bib9 – ident: 10.1016/j.soildyn.2017.10.020_bib17 – volume: 55 start-page: 288 year: 2013 ident: 10.1016/j.soildyn.2017.10.020_bib13 article-title: Site based stochastic seismic spectra publication-title: Soil Dyn Earthq Eng doi: 10.1016/j.soildyn.2013.09.020 – volume: 49 start-page: 243 year: 2013 ident: 10.1016/j.soildyn.2017.10.020_bib15 article-title: Optimum design of tuned mass dampers by displacement and energy perspectives publication-title: Soil Dyn Earthq Eng doi: 10.1016/j.soildyn.2013.02.013 – volume: 15 start-page: 1450044 issue: 2 year: 2015 ident: 10.1016/j.soildyn.2017.10.020_bib14 article-title: Integration algorithm for covariance non-stationary dynamic analysis of SDOF systems using equivalent stochastic linearization publication-title: Int J Struct Stab Dyn doi: 10.1142/S0219455414500448 – volume: 130 start-page: 1667 issue: 11 year: 2004 ident: 10.1016/j.soildyn.2017.10.020_bib6 article-title: Effects of site classes on damping reduction factors publication-title: J Struct Eng doi: 10.1061/(ASCE)0733-9445(2004)130:11(1667) – volume: 17 start-page: 1750115 issue: 10 year: 2017 ident: 10.1016/j.soildyn.2017.10.020_bib12 article-title: Damage-based inelastic seismic spectra publication-title: Int J Struct Stab Dyn doi: 10.1142/S0219455417501152 – year: 2000 ident: 10.1016/j.soildyn.2017.10.020_bib2 – year: 1982 ident: 10.1016/j.soildyn.2017.10.020_bib1 – ident: 10.1016/j.soildyn.2017.10.020_bib11 – volume: 3 start-page: 107 year: 1999 ident: 10.1016/j.soildyn.2017.10.020_bib3 article-title: Displacement design spectra publication-title: Earthq Eng doi: 10.1080/13632469909350342 – volume: 80 start-page: 168 year: 2016 ident: 10.1016/j.soildyn.2017.10.020_bib8 article-title: Stochastic-based damping reduction factors publication-title: Soil Dyn Earthq Eng doi: 10.1016/j.soildyn.2015.09.014 – volume: 30 start-page: 255 issue: 2 year: 2009 ident: 10.1016/j.soildyn.2017.10.020_bib19 article-title: An approximation of the first passage probability of systems under nonstationary random excitation publication-title: Appl Math Mech doi: 10.1007/s10483-009-0213-y – ident: 10.1016/j.soildyn.2017.10.020_bib5 – ident: 10.1016/j.soildyn.2017.10.020_bib4 – volume: 140 start-page: A4014009 issue: 8 year: 2014 ident: 10.1016/j.soildyn.2017.10.020_bib16 article-title: Robust design of tuned mass damper systems for seismic protection of multistory buildings publication-title: J Struct Eng doi: 10.1061/(ASCE)ST.1943-541X.0000918 |
| SSID | ssj0017186 |
| Score | 2.289168 |
| Snippet | Damping reduction factor plays a central role both in scientific literature and seismic codes, but still now proposed formulations show a quite large scatter.... |
| SourceID | proquest crossref elsevier |
| SourceType | Aggregation Database Enrichment Source Index Database Publisher |
| StartPage | 365 |
| SubjectTerms | Building codes Damping Damping reduction factor Earthquake dampers Earthquake prediction Earthquakes Formulations Peak theory of stochastic process Random vibration Reduction Seismic activity Seismic engineering Seismic response Seismic response spectrum Seismology Soil types Stationary processes Stochastic processes Vibration |
| Title | Influence of soil type on damping reduction factor: A stochastic analysis based on peak theory |
| URI | https://dx.doi.org/10.1016/j.soildyn.2017.10.020 https://www.proquest.com/docview/1991608771 |
| Volume | 104 |
| hasFullText | 1 |
| inHoldings | 1 |
| isFullTextHit | |
| isPrint | |
| link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV3NT8IwFG8IXvRg_Iwokh68jtGtXTtvhEhAIxcl4eRS2i6COAjigYt_u31bhx8xIfG4Zm9b3uveR_Pe74fQVQyIKDYR8RjTtkDRhnjSrnlEBWnIVMpbFAac7wdRb0hvR2xUQZ1yFgbaKp3vL3x67q3diu-06S8mE_8BuJO4LQAIB64sDnU7pRx2efNj0-ZBrO-NinMW7sHdX1M8_hTwcmd6DTCohDehyQtov_-OT788dR5-ugdo3-WNuF182iGqmOwI7X1DEzxGT_2ScATPUwwvxXDAiucZ1vIV5qLwEoBawRS44Nm5xm1ssz_1LAGuGUuHUIIhtmkQXBj5gvNhx_UJGnZvHjs9z9EneNJWaStPKBKkxFClY2YAuEtQG9-ZEKHRY6PFWAQxjaQiVDMeakZEmppYhFoGhmkVh6eoms0zc4ZwaqsSa7hAWkEaMW2LnKA1DmhkYgWMCjVES6UlymGLA8XFLCmbyKaJ03UCuoZlq-saam7EFgW4xjYBUVok-bFLEhsAtonWSwsm7jd9S6DvKwJIRHL-_ydfoF17JYpzmTqqrpbv5tJmKqtxI9-KDbTT7t_1Bp9WCujC |
| linkProvider | Elsevier |
| linkToHtml | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwnV3NT8IwFG8MHNSD8TOiqD14ndCt3TpvxGhAhYuQeLIpbRdFBIJ44L_3PdbhR0xIvHZ52_Je9z66934_Qs5TRESBRCQQwkKBYh0LNKwFzIRZJEyW1DkOOLc7cbPHbx_F4xq5KmZhsK3S-_7cpy-8tV-peW3WJi8vtQfkTkqgAGAJcmUlULeXEZ1KlEi50bprdpY_E8D9xvlRSxKgwNcgT22AkLlDO0ckVJZcYJ8XMn__HaJ-OetFBLrZJls-daSN_O12yJob7ZLNb4CCe-SpVXCO0HFG8aEUz1jpeEStfsPRKDpFrFa0Bs2pdi5pg0ICaJ41IjZT7UFKKIY3i4ITp1_pYt5xvk96N9fdq2bgGRQCDYXaLJCGhRlz3NhUOMTukhxCvJAycrbvrOzLMOWxNoxbkURWMJllLpWR1aET1qTRASmNxiN3SGgGhQnYLtQgyGNhoc4J6_2Qxy41SKpQIbxQmjIeXhxZLoaq6CMbKK9rhbrGZdB1hVwsxSY5vsYqAVlYRP3YKApiwCrRamFB5b_Ud4WtXzGiIrKj_9_5jKw3u-17dd_q3B2TDbgi82OaKinNph_uBBKXWf_Ub8xPUnrrcw |
| 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=Influence+of+soil+type+on+damping+reduction+factor%3A+A+stochastic+analysis+based+on+peak+theory&rft.jtitle=Soil+dynamics+and+earthquake+engineering+%281984%29&rft.au=Greco%2C+Rita&rft.au=Fiore%2C+Alessandra&rft.au=Briseghella%2C+Bruno&rft.date=2018-01-01&rft.issn=0267-7261&rft.volume=104&rft.spage=365&rft.epage=368&rft_id=info:doi/10.1016%2Fj.soildyn.2017.10.020&rft.externalDBID=n%2Fa&rft.externalDocID=10_1016_j_soildyn_2017_10_020 |
| thumbnail_l | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/lc.gif&issn=0267-7261&client=summon |
| thumbnail_m | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/mc.gif&issn=0267-7261&client=summon |
| thumbnail_s | http://covers-cdn.summon.serialssolutions.com/index.aspx?isbn=/sc.gif&issn=0267-7261&client=summon |