Duration effect of spectrally matched ground motions on seismic demands of elastic perfectly plastic SDOFS

Author:

Hou Hetao,Qu Bing

Funder

Open Research Fund of Sichuan Province Key Laboratory of Seismic Engineering and Technology, Southwest Jiaotong University, China

Fundamental Research Funds of Shandong University

Tom and Lucia Chou Fund

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference71 articles.

1. CEN. European Standard EN1998-1: Design of structures for earthquake resistance. Part 1: general rules, seismic actions and rules for buildings; 2004.

2. Spectral shape-based assessment of SDOF nonlinear response to real, adjusted and artificial accelerograms;Iervolino;Eng Struct,2010

3. ASCE. Minimum design loads for buildings and other structures: ASCE/SEI 7-10. American Society of Civil Engineers; 2010.

4. ASCE. Seismic rehabilitation of existing buildings. ASCE/SEI 41-06. American Society of Civil Engineers; 2006.

5. FEMA. Quantification of building seismic performance factors. FEMA P695; 2009.

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