On the modal incremental dynamic analysis of reinforced concrete structures, using a trilinear idealization model-Reference-Cited by-同舟云学术

On the modal incremental dynamic analysis of reinforced concrete structures, using a trilinear idealization model

Published:2011-04 Issue:4 Volume:33 Page:1117-1122
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zarfam P.,Mofid M.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference24 articles.

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2. Chintanapakdee C, Chopra AK. Evaluation of modal pushover analysis using vertically irregular frames. In: 13th world conference on earthquake engineering. Vancouver (BC, Canada); 2004. Paper 2139.

3. Role of higher-mode pushover analyses in seismic analysis of buildings;Chopra;Earthq Spectra,2005

4. An energy-based formulation for first- and multiple-mode nonlinear static (pushover) analyses;Hernández Montes;J Earthq Eng,2004

5. Assessment of current nonlinear static procedures for seismic evaluation of buildings;Kalkan;Eng Struct,2006

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