Implementation of Adaptive Modal Pushover Analyses (VMPA-A) to 20-Storey Los Angeles SAC Steel Building Subjected to Bi-directional Ground Motions

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dc.authorid0000-0002-9741-1206
dc.authorid0000-0002-5187-3747
dc.contributor.authorSurmeli, Melih
dc.contributor.authorYuksel, Ercan
dc.contributor.authorOsmak, Ozge
dc.date.accessioned2026-02-08T15:14:55Z
dc.date.available2026-02-08T15:14:55Z
dc.date.issued2024
dc.departmentBursa Teknik Üniversitesi
dc.description7th International Conference on Earthquake Engineering and Seismology-ICEES -- NOV 06-10, 2023 -- Antalya, TURKIYE
dc.description.abstractIn this study, an adaptive modal pushover analysis procedure (VMPAA) is implemented in the 20-story Los Angeles SAC Steel building. The method considers the changes in the dynamic characteristics and bi-directional ground motion effects simultaneously with the help of the hybrid-spectrum concept. Two different approaches are used to calculate displacement demands for each mode. The first one is equal displacement rule and the second is performing nonlinear time history analyses (NTHA) to modal single degree of freedom systems (SDOF). VMPA-A procedure is implemented by using a MATLAB-based computer program, DOC3D. The building is modeled with both SAP2000 and DOC3D programs. Cross-checks are done between two programs by performing eigenvalue and pushover analyses. As an accepted exact solution, NTHAs are used to check the accuracy of the VMPAA procedure. Fourteen ground motion records, which were selected from the PEER NGA-West2 Database, are used in NTHAs by using SAP2000. The response parameters of storey shears, storey displacements, storey drifts, and column and beam curvatures are discussed by comparing the results of VMPA-A with nonlinear time history analyses. Good estimates are observed for storey displacements, storey shears, and storey drifts. Although the second approach in the calculation of displacement demands gives closer results to NTHA, the obtained demand parameters from the equal displacement rule are conservative. Storey drift and beam curvature distributions seem to be in a similar trend. Larger values for lower stories and smaller values for the upper stories are obtained with respect to the average of NTHAs. However, beam curvature distribution can not be predicted by VMPA-A, especially for the upper stories of the building. The column curvature results are in good agreement with NTHA results.
dc.identifier.doi10.1007/978-3-031-57659-1_16
dc.identifier.endpage231
dc.identifier.isbn978-3-031-57661-4
dc.identifier.isbn978-3-031-57659-1
dc.identifier.isbn978-3-031-57658-4
dc.identifier.issn2366-2557
dc.identifier.issn2366-2565
dc.identifier.scopus2-s2.0-85204355245
dc.identifier.scopusqualityQ4
dc.identifier.startpage219
dc.identifier.urihttps://doi.org/10.1007/978-3-031-57659-1_16
dc.identifier.urihttps://hdl.handle.net/20.500.12885/5476
dc.identifier.volume488
dc.identifier.wosWOS:001516476900016
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer International Publishing Ag
dc.relation.ispartofProceedings of The 7Th International Conference on Earthquake Engineering and Seismology, Vol 1, 7Icees 2023
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzWOS_KA_20260207
dc.subjectVMPA-A
dc.subjectModal pushover
dc.subjectAdaptive pushover
dc.subjectNonlinear analysis
dc.subjectAdaptive pushover
dc.subjectBi-directional ground motion
dc.subjectModal pushover
dc.subjectVMPA
dc.subjectHybrid spectrum
dc.titleImplementation of Adaptive Modal Pushover Analyses (VMPA-A) to 20-Storey Los Angeles SAC Steel Building Subjected to Bi-directional Ground Motions
dc.typeConference Object

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