An improved consecutive modal pushover procedure for estimating seismic demands of multi-storey framed buildings
Author:
Affiliation:
1. Department of Structural Engineering; Tongji University; Shanghai China
2. State Key Laboratory for Disaster Reduction in Civil Engineering; Tongji University; Shanghai China
Publisher
Wiley
Subject
Building and Construction,Architecture,Civil and Structural Engineering
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/tal.1336/fullpdf
Reference29 articles.
1. A modal pushover analysis procedure for estimating seismic demands for buildings
2. Evaluation of a Modified MPA Procedure Assuming Higher Modes as Elastic to Estimate Seismic Demands
3. An improved modal pushover analysis procedure for estimating seismic demands of structures
4. Seismic analysis of two-way asymmetric building systems under bi-directional seismic ground motions
5. Three-dimensional modal pushover analysis of buildings subjected to two components of ground motion, including its evaluation for tall buildings
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