|Table of Contents|

Research and Application for Target Displacement in Static Elastoplastic Analysis(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2009年04期
Page:
120-126
Research Field:
Publishing date:
2009-12-20

Info

Title:
Research and Application for Target Displacement in Static Elastoplastic Analysis
Author(s):
HAO An-min ZHOU De-yuan
School of Civil Engineering, Tongji University, Shanghai 200092, China
Keywords:
target displacement capacity spectrum method equivalent damp energy-based incremental displacement inelastic demand spectrum
PACS:
TU313
DOI:
-
Abstract:
Two methods of building capacity spectrum curves were comparatively analyzed, e.g., ATC-40 capacity spectrum method and the energy-based incremental displacement method. Based on the relationships between strength reduction factor, ductility coefficient and linear period respectively, the two methods of building demand spectrum curves were proposed. Then, the methods were applied to a frame-supported shear-wall structure with beam transfer story to investigate their feasibilities in complex high-rise buildings. The results show that capacity spectrum curves from the two methods are similar; however, improved capacity spectrum method usually can obtain more smooth and stable curves. At the same time, the target displacement from improved capacity spectrum method is less than that of ATC-40 capacity spectrum method, and the target displacement from fundamental mode shape patterns is less than that of mode composition SRSS patterns.

References:

[1] ATC-40,Seismic Evaluation and Retrofit of Concrete Buildings[S].
[2]FEMA 273,NEHRP Guidelines for the Seismic Rehabilitation of Buildings[S].
[3]Eurocode 8,Design of Structures for Earthquake Resistance[S].
[4]GB 50011-2001,建筑抗震设计规范[S]. GB 50011-2001,Code for Seismic Design of Buildings[S].
[5]王 力,李红玲.静力弹塑性设计方法(Pushover)的原理和改进[J].山西建筑,2003,29(17):8-9. WANG Li,LI Hong-ling.Principle and Improvement of Static Push-over Design Method[J].Shanxi Architecture,2003,29(17):8-9.
[6]FEMA 356,Prestandard and Commentary for the Seismic Rehabilitation of Buildings[S].
[7]FEMA 440,Improvement of Nonlinear Static Seismic Analysis Procedures[S].
[8]CHOPRA A K,GOEL R K.Capacity-demand-diagram Methods for Estimating Seismic Deformation of Inelastic Structures:SDF Systems[R].Berkeley:University of California,1999.
[9]CHOPRA A K.Dynamics of Structures:Theory and Application to Earthquake Engineering[M].New Delhi:Pearson Eduction,2005.
[10]CHOPRA A K,GOEL R K.Evaluation of NSP to Estimate Seismic Deformation:SDF System[J].Journal of Structural Engineering,2000,126(4):482-490.
[11]吕西林,周定松.考虑场地类别与设计分组的延性需求谱和弹塑性位移反应谱[J].地震工程与工程振动,2004,24(1):39-48. LU Xi-lin,ZHOU Ding-song.Ductility Demand Spectra and Inelastic Displacement Spectra Considering Soil Conditions and Design Characteristic Periods[J].Earthquake Engineering and Engineering Vibration,2004,24(1):39-48.
[12]HERNANDEZ-MONTES E, KWON O S, ASCHHEIM M A.An Energy Based Formulation for First and Multiple-mode Nonlinear Static(Pushover)Analyses[J].Journal of Earthquake Engineering,2004,8(1):69-88.
[13]JGJ 3-2002,高层建筑混凝土结构技术规程[S]. JGJ 3-2002,Technical Specification for Concrete Structures of Tall Building[S].
[14]梁启智.高层建筑结构分析与设计[M].广州:华南理工大学出版社,1999. LIANG Qi-zhi.High-rise Building Structural Analysis and Design[M].Guangzhou:South China University of Technology Press,1999.

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Last Update: 2009-12-20