A response spectrum method for peak floor acceleration demands in earthquake excited structures-Reference-Cited by-同舟云学术

A response spectrum method for peak floor acceleration demands in earthquake excited structures

Published:2016-10 Issue: Volume:46 Page:94-106
ISSN:0266-8920
Container-title:Probabilistic Engineering Mechanics
language:en
Short-container-title:Probabilistic Engineering Mechanics

Author:

Moschen Lukas,Adam Christoph,Vamvatsikos Dimitrios

Funder

DeGrie Lab-Hybrid and Virtual Experimentation for Infrastructures

Publisher

Elsevier BV

Subject

Mechanical Engineering,Ocean Engineering,Aerospace Engineering,Condensed Matter Physics,Nuclear Energy and Engineering,Civil and Structural Engineering,Statistical and Nonlinear Physics

Reference46 articles.

1. FEMA P-58-1, Seismic performance assessment of buildings, volume 1 – methodology, 2012.

2. ASCE/SEI 7–10, Minimum design loads for buildings and other structures, 2010.

3. R.S. Chaudhuri, T.C. Hutchinson, Distribution of peak horizontal floor acceleration for estimating nonstructural element vulnerability, in: Proceedings of the 13th World Conference on Earthquake Engineering (13WCEE), Vancouver, Canada, 2004.

4. Effect of nonlinearity of frame buildings on peak horizontal floor acceleration;Chaudhuri;J. Earthq. Eng.,2011

5. E. Rosenblueth, J. Elorduy, Response of linear systems to certain transient disturbances, in: Proceedings of the 4th World Conference on Earthquake Engineering (4WCEE), Santiago, Chile, 1969, pp. 185–196.

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