Considering dynamic parameters of damaged structure in MPA and YPS nonlinear static procedures for asymmetric buildings

被引：0
|
作者：
Moslemi, Mehdi [1 ]
Chizari, Hossein [2 ]
Moghadam, Abdolreza Sarvghad [3 ]
机构：
[1] Ryerson Univ, Dept Civil Engn, Toronto, ON M5B 2K3, Canada
[2] Azad Univ, Sci & Res Branch, Dept Civil Engn, Tehran, Iran
[3] Int Inst Earthquake Engn & Seismol, Struct Engn Res Ctr, Tehran, Iran
来源：
STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS | 2014年 / 23卷 / 08期
关键词：
YPS; MPA; nonlinear static procedures; asymmetric buildings; modal characteristics; damaged structure;
D O I：
10.1002/tal.1070
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The yield point spectra and modal pushover procedures have already been used in seismic design of new buildings and vulnerability evaluation of existing structures. This paper initially identifies the similarities and differences of the two procedures. Then, the modal characteristics of damaged structure are used to modify their methodologies. The applications of the procedures in estimating displacement, interstory drift index and plastic hinge rotation responses of asymmetric buildings are investigated for three 5-story reinforced concrete moment-resisting frame-building models. The results show considerable improvement in estimating the responses of those asymmetric buildings. Copyright (c) 2013 John Wiley & Sons, Ltd.
引用
收藏
页码：619 / 640
页数：22
相关论文
共 50 条
  • [21] Seismic Assessment of Existing Irregular Masonry Buildings by Nonlinear Static and Dynamic Analyses
    Lagomarsino, Sergio
    Camilletti, Daniela
    Cattari, Serena
    Marino, Salvatore
    RECENT ADVANCES IN EARTHQUAKE ENGINEERING IN EUROPE, 2018, 46 : 123 - 151
  • [22] Applicability of nonlinear static procedures for low-rise unreinforced masonry buildings with flexible diaphragms
    Nakamura, Yasuto
    Derakhshan, Hossein
    Griffith, Michael C.
    Magenes, Guido
    Sheikh, Abdul H.
    ENGINEERING STRUCTURES, 2017, 137 : 1 - 18
  • [23] Generalized corrective eccentricities for nonlinear static analysis of buildings with framed or braced structure
    Bosco, Melina
    Ghersi, Aurelio
    Marino, Edoardo M.
    Rossi, Pier Paolo
    BULLETIN OF EARTHQUAKE ENGINEERING, 2017, 15 (11) : 4887 - 4913
  • [24] Generalized corrective eccentricities for nonlinear static analysis of buildings with framed or braced structure
    Melina Bosco
    Aurelio Ghersi
    Edoardo M. Marino
    Pier Paolo Rossi
    Bulletin of Earthquake Engineering, 2017, 15 : 4887 - 4913
  • [25] Application of Nonlinear Static Procedures for the Seismic Assessment of a 9-Storey Asymmetric Plan Building
    Belejo, Andre
    Bento, Rita
    SEISMIC BEHAVIOUR AND DESIGN OF IRREGULAR AND COMPLEX CIVIL STRUCTURES II, 2016, 40 : 123 - 134
  • [26] Simulation analyses of buildings damaged in the 1995 Kobe, Japan, earthquake considering soil-structure interaction
    Hayashi, Y
    Tamura, K
    Mori, M
    Takahashi, I
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1999, 28 (04): : 371 - 391
  • [27] Seismic assessment of existing precast industrial buildings using static and dynamic nonlinear analyses
    Magliulo, Gennaro
    Fabbrocino, Giovanni
    Manfredi, Gaetano
    ENGINEERING STRUCTURES, 2008, 30 (09) : 2580 - 2588
  • [28] Nonlinear static and dynamic analyses of reinforced concrete buildings - comparison of different modelling approaches
    Carvalho, Goncalo
    Bento, Rita
    Bhatt, Carlos
    EARTHQUAKES AND STRUCTURES, 2013, 4 (05) : 451 - 470
  • [29] Seismic response analysis for buildings by considering irregularity and nonlinear decline of dynamic modulus in soil
    Song, CQ
    Zhao, DF
    ASIA-PACIFIC VIBRATION CONFERENCE 2001, VOL 1, PROCEEDINGS, 2001, : 322 - 325
  • [30] Assessment of current nonlinear static procedures on the estimation of torsional effects in low-rise frame buildings
    Erduran, Emrah
    ENGINEERING STRUCTURES, 2008, 30 (09) : 2548 - 2558
12345