Covariance proper transformation-based pseudo excitation algorithm and simplified SRSS method for the response of high-rise building subject to wind-induced multi-excitation
•A CPT-PEA+SRSS method for calculating responses caused by multi-wind excitation.•A CPT-SSRSS+SRSS method for calculating responses caused by multi-wind excitation.•The influence parameters on responses are analyzed based on the CPT-SSRSS method.•The proposed CPT-PEA and CPT-SSRSS method are more ef...
Saved in:
| Published in | Engineering structures Vol. 100; pp. 425 - 441 |
|---|---|
| Main Authors | , , |
| Format | Journal Article |
| Language | English |
| Published |
Elsevier Ltd
01.10.2015
|
| Subjects | |
| Online Access | Get full text |
| ISSN | 0141-0296 1873-7323 |
| DOI | 10.1016/j.engstruct.2015.05.040 |
Cover
| Abstract | •A CPT-PEA+SRSS method for calculating responses caused by multi-wind excitation.•A CPT-SSRSS+SRSS method for calculating responses caused by multi-wind excitation.•The influence parameters on responses are analyzed based on the CPT-SSRSS method.•The proposed CPT-PEA and CPT-SSRSS method are more effective than the SPT-PEA.
A fast pseudo excitation algorithm and a fast simplified SRSS method based on covariance proper transformation (CPT-PEA and CPT-SSRSS, respectively) combined with SRSS methodology are proposed for use in calculating the random vibrational responses of high-rise buildings subject to multi-group and multi-point wind excitations. A 492m building is used as an example to illustrate application of the methods. The effects of different parameters on the response are analyzed using the CPT-SSRSS method. A comparison of the computed responses with those computed using a traditional CQC approach and measurements from wind tunnel tests on an aeroelastic model demonstrate the feasibility of the proposal to combine the CPT-PEA and CPT-SSRSS techniques with the SRSS method. |
|---|---|
| AbstractList | •A CPT-PEA+SRSS method for calculating responses caused by multi-wind excitation.•A CPT-SSRSS+SRSS method for calculating responses caused by multi-wind excitation.•The influence parameters on responses are analyzed based on the CPT-SSRSS method.•The proposed CPT-PEA and CPT-SSRSS method are more effective than the SPT-PEA.
A fast pseudo excitation algorithm and a fast simplified SRSS method based on covariance proper transformation (CPT-PEA and CPT-SSRSS, respectively) combined with SRSS methodology are proposed for use in calculating the random vibrational responses of high-rise buildings subject to multi-group and multi-point wind excitations. A 492m building is used as an example to illustrate application of the methods. The effects of different parameters on the response are analyzed using the CPT-SSRSS method. A comparison of the computed responses with those computed using a traditional CQC approach and measurements from wind tunnel tests on an aeroelastic model demonstrate the feasibility of the proposal to combine the CPT-PEA and CPT-SSRSS techniques with the SRSS method. |
| Author | Zhu, L.D. Huang, D.M. Chen, W. |
| Author_xml | – sequence: 1 givenname: D.M. surname: Huang fullname: Huang, D.M. email: huangdongmei_tumu@163.com organization: School of Civil Engineering, Central South University, Changsha, Hunan 410075, China – sequence: 2 givenname: L.D. surname: Zhu fullname: Zhu, L.D. organization: State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China – sequence: 3 givenname: W. surname: Chen fullname: Chen, W. organization: State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China |
| BookMark | eNqNkdtq3DAQhkVJoJs0z1C9gLcjn7S-6EVYeggEAt322sjSaD2LLRlJTtuH6jtGSXqA3rQwYhgx_z-jTxfszHmHjL0WsBUg2jenLbpjTGHVaVuCaLaQo4YXbCN2sipkVVZnbAOiFgWUXfuSXcR4AoByt4MN-7H39yqQchr5EvyCgaegXLQ-zCqRd8WgIhq-RFyN5_hNU3q652o6-kBpnLlyhkeal4ks5dbDp8OBz5hGb3i24WlEHjAu3kXk3vKRjmMRKBfDSpMhd-RxHU6oE0-efyVninxWna3mdUpU_Bn6ip1bNUW8-pkv2Zf37z7vPxa3dx9u9te3ha5EkwppTGN3HaCy0FnVVm3dltC2Vpuu00MlUGsFWBslW4Ba2qaUEmQjB7Cis3V1yeSzrw4-xoC2XwLNKnzvBfSP1PtT_5t6_0i9hxw1ZOXbv5S_ds9YafoP_fWzHvPz7glDHzVh_h1DIRPqjad_ejwAfV-s1A |
| CitedBy_id | crossref_primary_10_1016_j_jfluidstructs_2017_12_021 crossref_primary_10_1016_j_solener_2024_113192 crossref_primary_10_1016_j_jfluidstructs_2016_10_003 crossref_primary_10_1177_09544070231225503 crossref_primary_10_1155_2019_9154016 crossref_primary_10_1177_1369433220934556 crossref_primary_10_1016_j_engstruct_2021_112868 crossref_primary_10_1016_j_engstruct_2024_118917 crossref_primary_10_1016_j_jweia_2017_07_021 crossref_primary_10_1016_j_jfluidstructs_2017_01_007 crossref_primary_10_1016_j_soildyn_2023_108023 crossref_primary_10_1016_j_soildyn_2024_108762 crossref_primary_10_1155_2022_9712998 crossref_primary_10_1016_j_ijmecsci_2024_109360 crossref_primary_10_1155_2020_8885546 crossref_primary_10_1016_j_engstruct_2016_06_023 crossref_primary_10_1016_j_engstruct_2017_06_052 crossref_primary_10_1016_j_istruc_2022_11_089 crossref_primary_10_1016_j_jobe_2023_107209 |
| Cites_doi | 10.1061/(ASCE)0733-9399(2005)131:12(1302) 10.1016/j.engstruct.2013.04.004 10.1016/S0167-6105(99)00092-6 10.1016/j.engstruct.2013.01.031 10.1016/0141-0296(94)90067-1 10.1016/j.jsv.2004.01.025 10.12989/was.2007.10.2.153 10.12989/was.2007.10.2.177 10.1016/j.jsv.2004.01.026 10.12989/was.2000.3.4.221 10.12989/was.2014.18.3.295 10.1016/j.engstruct.2006.09.019 10.1016/S0167-6105(97)00198-0 10.1016/j.engstruct.2011.02.017 10.1016/j.engstruct.2004.03.019 10.1016/0045-7949(92)90401-K 10.1006/jfls.1999.0242 10.1016/S0167-6105(97)00193-1 10.1016/S0045-7825(01)00247-X 10.1016/0167-6105(94)00066-M 10.1016/j.engstruct.2010.08.001 10.1061/(ASCE)0733-9399(2001)127:5(432) |
| ContentType | Journal Article |
| Copyright | 2015 Elsevier Ltd |
| Copyright_xml | – notice: 2015 Elsevier Ltd |
| DBID | AAYXX CITATION |
| DOI | 10.1016/j.engstruct.2015.05.040 |
| DatabaseName | CrossRef |
| DatabaseTitle | CrossRef |
| DatabaseTitleList | |
| DeliveryMethod | fulltext_linktorsrc |
| Discipline | Engineering |
| EISSN | 1873-7323 |
| EndPage | 441 |
| ExternalDocumentID | 10_1016_j_engstruct_2015_05_040 S0141029615003740 |
| 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 AJBFU AJOXV ALMA_UNASSIGNED_HOLDINGS AMFUW AMRAJ ATOGT AXJTR BJAXD BKOJK BLXMC CS3 DU5 EBS EFJIC EFLBG EJD 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 RIG 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 FEDTE FGOYB G-2 HVGLF HZ~ R2- SET SEW SSH VH1 WUQ ZY4 |
| ID | FETCH-LOGICAL-c315t-7dd5f890eaf09fa636462066fcd99cb31ecca0e4da760047f52770757b0f19f43 |
| IEDL.DBID | AIKHN |
| ISSN | 0141-0296 |
| IngestDate | Tue Jul 01 03:01:47 EDT 2025 Thu Apr 24 23:08:07 EDT 2025 Fri Feb 23 02:27:34 EST 2024 |
| IsPeerReviewed | true |
| IsScholarly | true |
| Keywords | Multi-group and multi-point wind excitation SRSS combination method Covariance proper transformation-pseudo-excitation algorithm Covariance proper transformation-simplified SRSS method Main contribution load modes High-rise building |
| Language | English |
| LinkModel | DirectLink |
| MergedId | FETCHMERGED-LOGICAL-c315t-7dd5f890eaf09fa636462066fcd99cb31ecca0e4da760047f52770757b0f19f43 |
| PageCount | 17 |
| ParticipantIDs | crossref_primary_10_1016_j_engstruct_2015_05_040 crossref_citationtrail_10_1016_j_engstruct_2015_05_040 elsevier_sciencedirect_doi_10_1016_j_engstruct_2015_05_040 |
| ProviderPackageCode | CITATION AAYXX |
| PublicationCentury | 2000 |
| PublicationDate | 2015-10-01 2015-10-00 |
| PublicationDateYYYYMMDD | 2015-10-01 |
| PublicationDate_xml | – month: 10 year: 2015 text: 2015-10-01 day: 01 |
| PublicationDecade | 2010 |
| PublicationTitle | Engineering structures |
| PublicationYear | 2015 |
| Publisher | Elsevier Ltd |
| Publisher_xml | – name: Elsevier Ltd |
| References | Azam, Mariani (b0005) 2013; 54 Tubino, Solari (b0065) 2005; 12 Zhu, Xu (b0115) 2005; 281 Carassale, Piccardo, Solari (b0050) 2001; 127 Li, Laima, Ou, Zhao, Zhou, Yu, Li, Liu (b0045) 2011; 33 Lin (b0080) 1992; 44 Bienkiewicz, Tamura, Ham, Ueda, Hibi (b0030) 1995; 54–55 Solari, Carassale, Tubino (b0055) 2007; 10 Lin, Zhang (b0095) 2004 Armitt J. Eigenvector analysis of pressure fluctuations on the West Burton instrumented cooling tower [R]. Internal Rep. RD/L/N114/68, Central Electricity Research Laboratories, UK; 1968. Lin, Sun (b0105) 1999; 39 Chen, Zhao, Dong (b0125) 2006; 23 Kikuchi, Tamura, Ueda, Hibi (b0020) 1997; 69–71 Carassale, Solari, Tubino (b0060) 2007; 10 Lin, Zhao, Zhang (b0090) 2001; 191 Tamura, Suganuma, Kikuchi, Hibi (b0025) 1999; 13 Lin (b0075) 1985; 5 Holmes, Sankaran, Kwok, Syme (b0035) 1997; 69–71 Xu, Zhang, Ko, Lin (b0110) 1999; 83 Simiu, Scanlan (b0140) 1996 AIJ Recommendations for Loads on Buildings. Architectural Institute of Japan, Tokyo; 2004. Huang, Zhu, Chen (b0155) 2014; 18 GB 50009–2012, Load code for the design of building structures. Ministry of Construction P.R. China, Beijing; 2012. Tubino, Solari (b0070) 2007; 29 Lin, Zhang, Williams (b0085) 1994; 16 Xu, Zhu (b0120) 2005; 281 Zhang, Lin, Zhang, Zhao, Howson, Williams (b0130) 2010; 32 Zhang, Li, Yan, Xie, Pandey (b0135) 2013; 52 Lumley (b0015) 1970 Solari, Carassale (b0040) 2000; 3 Lin, Zhang, Li, Williams (b0100) 2004; 26 Azam (10.1016/j.engstruct.2015.05.040_b0005) 2013; 54 Lin (10.1016/j.engstruct.2015.05.040_b0100) 2004; 26 Tubino (10.1016/j.engstruct.2015.05.040_b0070) 2007; 29 Lumley (10.1016/j.engstruct.2015.05.040_b0015) 1970 10.1016/j.engstruct.2015.05.040_b0010 Lin (10.1016/j.engstruct.2015.05.040_b0085) 1994; 16 Huang (10.1016/j.engstruct.2015.05.040_b0155) 2014; 18 10.1016/j.engstruct.2015.05.040_b0150 Zhang (10.1016/j.engstruct.2015.05.040_b0135) 2013; 52 Solari (10.1016/j.engstruct.2015.05.040_b0055) 2007; 10 Xu (10.1016/j.engstruct.2015.05.040_b0110) 1999; 83 Bienkiewicz (10.1016/j.engstruct.2015.05.040_b0030) 1995; 54–55 Solari (10.1016/j.engstruct.2015.05.040_b0040) 2000; 3 Lin (10.1016/j.engstruct.2015.05.040_b0090) 2001; 191 Carassale (10.1016/j.engstruct.2015.05.040_b0060) 2007; 10 Lin (10.1016/j.engstruct.2015.05.040_b0075) 1985; 5 Zhu (10.1016/j.engstruct.2015.05.040_b0115) 2005; 281 Lin (10.1016/j.engstruct.2015.05.040_b0095) 2004 10.1016/j.engstruct.2015.05.040_b0145 Xu (10.1016/j.engstruct.2015.05.040_b0120) 2005; 281 Tamura (10.1016/j.engstruct.2015.05.040_b0025) 1999; 13 Li (10.1016/j.engstruct.2015.05.040_b0045) 2011; 33 Tubino (10.1016/j.engstruct.2015.05.040_b0065) 2005; 12 Carassale (10.1016/j.engstruct.2015.05.040_b0050) 2001; 127 Simiu (10.1016/j.engstruct.2015.05.040_b0140) 1996 Chen (10.1016/j.engstruct.2015.05.040_b0125) 2006; 23 Lin (10.1016/j.engstruct.2015.05.040_b0080) 1992; 44 Zhang (10.1016/j.engstruct.2015.05.040_b0130) 2010; 32 Kikuchi (10.1016/j.engstruct.2015.05.040_b0020) 1997; 69–71 Lin (10.1016/j.engstruct.2015.05.040_b0105) 1999; 39 Holmes (10.1016/j.engstruct.2015.05.040_b0035) 1997; 69–71 |
| References_xml | – volume: 18 start-page: 295 year: 2014 end-page: 320 ident: b0155 article-title: Power spectra of wind forces on a high-rise building with section varying along height publication-title: Wind Struct – volume: 52 start-page: 355 year: 2013 end-page: 371 ident: b0135 article-title: Stochastic seismic analysis of a concrete-filled steel tubular (CFST) arch bridge under tridirectional multiple excitations publication-title: Eng Struct – reference: GB 50009–2012, Load code for the design of building structures. Ministry of Construction P.R. China, Beijing; 2012. – year: 1970 ident: b0015 article-title: Stochastic tools in turbulence – volume: 69–71 start-page: 631 year: 1997 end-page: 646 ident: b0020 article-title: Dynamic wind pressures acting on a tall building model - proper orthogonal decomposition publication-title: J Wind Eng Ind Aerodyn – year: 2004 ident: b0095 article-title: The pseudo excitation algorithm of random vibration – reference: AIJ Recommendations for Loads on Buildings. Architectural Institute of Japan, Tokyo; 2004. – volume: 29 start-page: 1698 year: 2007 end-page: 1707 ident: b0070 article-title: Gust buffeting of long span bridges: double modal transformation and effective turbulence publication-title: Eng Struct – volume: 10 start-page: 177 year: 2007 end-page: 208 ident: b0060 article-title: Proper orthogonal decomposition in wind engineering – Part 2: Theoretical aspects and some applications publication-title: Wind Struct – volume: 10 start-page: 153 year: 2007 end-page: 176 ident: b0055 article-title: Proper orthogonal decomposition in wind engineering – Part 1: A state-of-the-art and some prospects publication-title: Wind Struct – volume: 281 start-page: 647 year: 2005 end-page: 673 ident: b0115 article-title: Buffeting response of long cable-supported bridges under skew winds – Part I: Theory publication-title: J Sound Vib – volume: 39 start-page: 172 year: 1999 end-page: 179 ident: b0105 article-title: Application of pseudo excitation method to 3-D buffeting analysis of the Tsing Ma long-span suspension bridge publication-title: J Dalian Univ Technol – volume: 191 start-page: 103 year: 2001 end-page: 111 ident: b0090 article-title: Accurate and highly efficient algorithms for structural stationary/non-stationary random responses publication-title: Comput Method Appl M – volume: 26 start-page: 1207 year: 2004 end-page: 1216 ident: b0100 article-title: Seismic spatial effects for long-span bridges, using the pseudo excitation method publication-title: Eng Struct – volume: 16 start-page: 270 year: 1994 end-page: 276 ident: b0085 article-title: Pseudo-excitation algorithm for nonstationary random seismic responses publication-title: Eng Struct – volume: 83 start-page: 443 year: 1999 end-page: 454 ident: b0110 article-title: Pseudo-excitation method for vibration analysis of wind-excited structures publication-title: J Wind Eng Ind Aerodyn – reference: Armitt J. Eigenvector analysis of pressure fluctuations on the West Burton instrumented cooling tower [R]. Internal Rep. RD/L/N114/68, Central Electricity Research Laboratories, UK; 1968. – volume: 32 start-page: 3571 year: 2010 end-page: 3582 ident: b0130 article-title: Non-stationary random vibration analysis for train-bridge systems subjected to horizontal earthquakes publication-title: Eng Struct – volume: 54 start-page: 150 year: 2013 end-page: 167 ident: b0005 article-title: Investigation of computational and accuracy issues in POD-based reduced order modeling of dynamic structural systems publication-title: Eng Struct – volume: 13 start-page: 1069 year: 1999 end-page: 1095 ident: b0025 article-title: Proper orthogonal decomposition of random wind pressure field publication-title: J Fluids Struct – volume: 69–71 start-page: 697 year: 1997 end-page: 707 ident: b0035 article-title: Eigenvector modes of fluctuating pressures on low-rise building models publication-title: J Wind Eng Ind Aerodyn – volume: 33 start-page: 1894 year: 2011 end-page: 1907 ident: b0045 article-title: Investigation of vortex-induced vibration of a suspension bridge with two separated steel box girders based on field measurements publication-title: Eng Struct – volume: 54–55 start-page: 369 year: 1995 end-page: 381 ident: b0030 article-title: Proper orthogonal decomposition and reconstruction of multichannel roof pressure publication-title: J Wind Eng Ind Aerodyn – volume: 5 start-page: 89 year: 1985 end-page: 94 ident: b0075 article-title: A deterministic algorithm of stochastic seismic responses publication-title: J Earthq Eng Vib – volume: 23 start-page: 684 year: 2006 end-page: 689 ident: b0125 article-title: Buffeting analysis of space lattice structures based on pseudo excitation method publication-title: Chin J Comput Mech – volume: 12 start-page: 1302 year: 2005 end-page: 1312 ident: b0065 article-title: Double proper orthogonal decomposition for representing and simulating turbulence fields publication-title: J Eng Mech-ASCE – volume: 44 start-page: 683 year: 1992 end-page: 687 ident: b0080 article-title: A fast CQC algorithm of PSD matrices for random seismic response publication-title: Comput Struct – volume: 127 start-page: 432 year: 2001 end-page: 439 ident: b0050 article-title: Double-model transformation and wind engineering applications publication-title: J Eng Mech-ASCE – year: 1996 ident: b0140 article-title: Wind effects on structures: fundamentals and applications to design – volume: 3 start-page: 221 year: 2000 end-page: 241 ident: b0040 article-title: Modal transformation tools in structural dynamics and wind engineering publication-title: Wind Struct – volume: 281 start-page: 675 year: 2005 end-page: 697 ident: b0120 article-title: Buffeting response of long cable-supported bridges under skew winds – Part II: Case study publication-title: J Sound Vib – volume: 12 start-page: 1302 year: 2005 ident: 10.1016/j.engstruct.2015.05.040_b0065 article-title: Double proper orthogonal decomposition for representing and simulating turbulence fields publication-title: J Eng Mech-ASCE doi: 10.1061/(ASCE)0733-9399(2005)131:12(1302) – volume: 5 start-page: 89 year: 1985 ident: 10.1016/j.engstruct.2015.05.040_b0075 article-title: A deterministic algorithm of stochastic seismic responses publication-title: J Earthq Eng Vib – year: 1996 ident: 10.1016/j.engstruct.2015.05.040_b0140 – volume: 54 start-page: 150 year: 2013 ident: 10.1016/j.engstruct.2015.05.040_b0005 article-title: Investigation of computational and accuracy issues in POD-based reduced order modeling of dynamic structural systems publication-title: Eng Struct doi: 10.1016/j.engstruct.2013.04.004 – volume: 83 start-page: 443 issue: 1–3 year: 1999 ident: 10.1016/j.engstruct.2015.05.040_b0110 article-title: Pseudo-excitation method for vibration analysis of wind-excited structures publication-title: J Wind Eng Ind Aerodyn doi: 10.1016/S0167-6105(99)00092-6 – volume: 52 start-page: 355 year: 2013 ident: 10.1016/j.engstruct.2015.05.040_b0135 article-title: Stochastic seismic analysis of a concrete-filled steel tubular (CFST) arch bridge under tridirectional multiple excitations publication-title: Eng Struct doi: 10.1016/j.engstruct.2013.01.031 – volume: 16 start-page: 270 issue: 4 year: 1994 ident: 10.1016/j.engstruct.2015.05.040_b0085 article-title: Pseudo-excitation algorithm for nonstationary random seismic responses publication-title: Eng Struct doi: 10.1016/0141-0296(94)90067-1 – volume: 281 start-page: 675 issue: 3–5 year: 2005 ident: 10.1016/j.engstruct.2015.05.040_b0120 article-title: Buffeting response of long cable-supported bridges under skew winds – Part II: Case study publication-title: J Sound Vib doi: 10.1016/j.jsv.2004.01.025 – volume: 10 start-page: 153 year: 2007 ident: 10.1016/j.engstruct.2015.05.040_b0055 article-title: Proper orthogonal decomposition in wind engineering – Part 1: A state-of-the-art and some prospects publication-title: Wind Struct doi: 10.12989/was.2007.10.2.153 – volume: 10 start-page: 177 year: 2007 ident: 10.1016/j.engstruct.2015.05.040_b0060 article-title: Proper orthogonal decomposition in wind engineering – Part 2: Theoretical aspects and some applications publication-title: Wind Struct doi: 10.12989/was.2007.10.2.177 – ident: 10.1016/j.engstruct.2015.05.040_b0150 – volume: 281 start-page: 647 issue: 3–5 year: 2005 ident: 10.1016/j.engstruct.2015.05.040_b0115 article-title: Buffeting response of long cable-supported bridges under skew winds – Part I: Theory publication-title: J Sound Vib doi: 10.1016/j.jsv.2004.01.026 – volume: 3 start-page: 221 issue: 4 year: 2000 ident: 10.1016/j.engstruct.2015.05.040_b0040 article-title: Modal transformation tools in structural dynamics and wind engineering publication-title: Wind Struct doi: 10.12989/was.2000.3.4.221 – volume: 18 start-page: 295 issue: 3 year: 2014 ident: 10.1016/j.engstruct.2015.05.040_b0155 article-title: Power spectra of wind forces on a high-rise building with section varying along height publication-title: Wind Struct doi: 10.12989/was.2014.18.3.295 – volume: 29 start-page: 1698 year: 2007 ident: 10.1016/j.engstruct.2015.05.040_b0070 article-title: Gust buffeting of long span bridges: double modal transformation and effective turbulence publication-title: Eng Struct doi: 10.1016/j.engstruct.2006.09.019 – ident: 10.1016/j.engstruct.2015.05.040_b0145 – volume: 69–71 start-page: 697 year: 1997 ident: 10.1016/j.engstruct.2015.05.040_b0035 article-title: Eigenvector modes of fluctuating pressures on low-rise building models publication-title: J Wind Eng Ind Aerodyn doi: 10.1016/S0167-6105(97)00198-0 – volume: 33 start-page: 1894 year: 2011 ident: 10.1016/j.engstruct.2015.05.040_b0045 article-title: Investigation of vortex-induced vibration of a suspension bridge with two separated steel box girders based on field measurements publication-title: Eng Struct doi: 10.1016/j.engstruct.2011.02.017 – year: 1970 ident: 10.1016/j.engstruct.2015.05.040_b0015 – volume: 26 start-page: 1207 year: 2004 ident: 10.1016/j.engstruct.2015.05.040_b0100 article-title: Seismic spatial effects for long-span bridges, using the pseudo excitation method publication-title: Eng Struct doi: 10.1016/j.engstruct.2004.03.019 – volume: 44 start-page: 683 issue: 3 year: 1992 ident: 10.1016/j.engstruct.2015.05.040_b0080 article-title: A fast CQC algorithm of PSD matrices for random seismic response publication-title: Comput Struct doi: 10.1016/0045-7949(92)90401-K – volume: 13 start-page: 1069 year: 1999 ident: 10.1016/j.engstruct.2015.05.040_b0025 article-title: Proper orthogonal decomposition of random wind pressure field publication-title: J Fluids Struct doi: 10.1006/jfls.1999.0242 – volume: 69–71 start-page: 631 year: 1997 ident: 10.1016/j.engstruct.2015.05.040_b0020 article-title: Dynamic wind pressures acting on a tall building model - proper orthogonal decomposition publication-title: J Wind Eng Ind Aerodyn doi: 10.1016/S0167-6105(97)00193-1 – volume: 39 start-page: 172 issue: 2 year: 1999 ident: 10.1016/j.engstruct.2015.05.040_b0105 article-title: Application of pseudo excitation method to 3-D buffeting analysis of the Tsing Ma long-span suspension bridge publication-title: J Dalian Univ Technol – volume: 191 start-page: 103 issue: 1–2, 9 year: 2001 ident: 10.1016/j.engstruct.2015.05.040_b0090 article-title: Accurate and highly efficient algorithms for structural stationary/non-stationary random responses publication-title: Comput Method Appl M doi: 10.1016/S0045-7825(01)00247-X – volume: 23 start-page: 684 issue: 6 year: 2006 ident: 10.1016/j.engstruct.2015.05.040_b0125 article-title: Buffeting analysis of space lattice structures based on pseudo excitation method publication-title: Chin J Comput Mech – volume: 54–55 start-page: 369 year: 1995 ident: 10.1016/j.engstruct.2015.05.040_b0030 article-title: Proper orthogonal decomposition and reconstruction of multichannel roof pressure publication-title: J Wind Eng Ind Aerodyn doi: 10.1016/0167-6105(94)00066-M – ident: 10.1016/j.engstruct.2015.05.040_b0010 – volume: 32 start-page: 3571 year: 2010 ident: 10.1016/j.engstruct.2015.05.040_b0130 article-title: Non-stationary random vibration analysis for train-bridge systems subjected to horizontal earthquakes publication-title: Eng Struct doi: 10.1016/j.engstruct.2010.08.001 – volume: 127 start-page: 432 issue: 5 year: 2001 ident: 10.1016/j.engstruct.2015.05.040_b0050 article-title: Double-model transformation and wind engineering applications publication-title: J Eng Mech-ASCE doi: 10.1061/(ASCE)0733-9399(2001)127:5(432) – year: 2004 ident: 10.1016/j.engstruct.2015.05.040_b0095 |
| SSID | ssj0002880 |
| Score | 2.2486162 |
| Snippet | •A CPT-PEA+SRSS method for calculating responses caused by multi-wind excitation.•A CPT-SSRSS+SRSS method for calculating responses caused by multi-wind... |
| SourceID | crossref elsevier |
| SourceType | Enrichment Source Index Database Publisher |
| StartPage | 425 |
| SubjectTerms | Covariance proper transformation-pseudo-excitation algorithm Covariance proper transformation-simplified SRSS method High-rise building Main contribution load modes Multi-group and multi-point wind excitation SRSS combination method |
| Title | Covariance proper transformation-based pseudo excitation algorithm and simplified SRSS method for the response of high-rise building subject to wind-induced multi-excitation |
| URI | https://dx.doi.org/10.1016/j.engstruct.2015.05.040 |
| Volume | 100 |
| hasFullText | 1 |
| inHoldings | 1 |
| isFullTextHit | |
| isPrint | |
| link | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1LT9tAEF7RcGkPFfQhKA_Noddt_Fivvb1FEVFKVQ5NkbhZ3hcNCnaUmLYn_hH_kRk_0iBV4lDJPtjy2Kud8TzWn79h7KPxcaGUzbAs8Y4LnWl85zw6Q22s88ImpqEv_nYhp5fi_Cq52mHj_l8YglV2vr_16Y237s4Mu9kcLufz4ayBKEaKGM2JRAXr9t0oVjIZsN3Rl6_Ti41DjrKmgRpdz0ngCczLldctUyvBvJKGxZMWQv4VpLYCz2SPve4yRhi1g9pnO658w15t8Qi-ZQ_j6hfWvKRAWNLq-grqrYS0KjkFKwvLtbuzFbg_pmPmhmJxXa3m9c9bKEoL6znhyz1mpTD7PptB214a8DaAeSKsWjytg8oD0RxzdBAOdNdYG9Z3mhZ1oK7gN1b6HHe0GwsNZpH_feg7djk5-zGe8q4PAzdxmNQ8tTbxmQpc4QPlCxlLIYkF3hurlNFxSGYQOGEL-sonUp9EaYqpSKoDHyov4vdsUFalO2AQ-jBTJjNeYlkZFUILHWXSYHlf-NRId8hkP_F5PyrqlbHIezTaTb7RWE4aywPcRHDIgo3gsuXpeF7kc6_Z_InJ5RhNnhP-8D_CR-wlHbWYwGM2wAvcCeY2tT5lLz7dh6edBT8CX58BOg |
| linkProvider | Elsevier |
| linkToHtml | http://utb.summon.serialssolutions.com/2.0.0/link/0/eLvHCXMwpV1JT9tAFB6h5ND2gEoXlVLKO3Adxct4GW4oIgpbDgQkbpZno0HUjhKz_Cn-I-95SYNUiQOSfbH97NG857eMP3-PsX3twlxKk2JZ4iwXKlX4zjl0hkob64SJdE1ffD6Jx1fi5Dq63mDD7l8YglW2vr_x6bW3bo8M2tkczGezwbSGKAaSGM2JRAXr9r6IsNrrsf7h8el4snLIQVo3UKPrOQm8gnnZ4qZhaiWYV1SzeNJCyP-C1FrgGX1mm23GCIfNoLbYhi2-sE9rPIJf2fOwfMCalxQIc1pdX0C1lpCWBadgZWC-tPemBPukW2ZuyO9uysWs-vMX8sLAckb4codZKUwvplNo2ksD3gYwT4RFg6e1UDogmmOODsKCahtrw_Je0aIOVCU8YqXPcUe7MVBjFvm_h35jV6Ojy-GYt30YuA79qOKJMZFLpWdz50mXx2EsYmKBd9pIqVXokxl4VpicvvKJxEVBkmAqkijP-dKJ8DvrFWVhfzDwnZ9KnWoXY1kZ5EIJFaSxxvI-d4mO7TaLu4nPulFRr4y7rEOj3WYrjWWksczDTXjbzFsJzhuejrdFDjrNZq9MLsNo8pbwz_cI77EP48vzs-zseHK6wz7SmQYf-Iv18GK7i3lOpX63dvwCiI0DKQ |
| 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=Covariance+proper+transformation-based+pseudo+excitation+algorithm+and+simplified+SRSS+method+for+the+response+of+high-rise+building+subject+to+wind-induced+multi-excitation&rft.jtitle=Engineering+structures&rft.au=Huang%2C+D.M.&rft.au=Zhu%2C+L.D.&rft.au=Chen%2C+W.&rft.date=2015-10-01&rft.pub=Elsevier+Ltd&rft.issn=0141-0296&rft.eissn=1873-7323&rft.volume=100&rft.spage=425&rft.epage=441&rft_id=info:doi/10.1016%2Fj.engstruct.2015.05.040&rft.externalDocID=S0141029615003740 |
| 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 |