A STUDY ON SEISMIC RESPONSE ESTIMATION BASED ON PUSH-OVER ANALYSIS APPLIED TO RETICULAR DOMES : Investigation in case of domes with one predominant vibration mode
Author:
Affiliation:
1. Dept. of Architecture and Civil Engineering, Faculty of Engineering, Toyohashi University of Technology
2. Dept. of Mechanical and Structural System Engineering, Toyohashi University of Technology
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/67/561/67_KJ00004101939/_pdf
Reference7 articles.
1. 1) UCHIKOSHI M. How Do We Realize a Super Large Dome under Severest Earthquake?. IASS2001, October9-11, NAGOYA, Japan. (2001)
2. 3) KAWAGUCHI Mamoru. SEISMIC ISOLATION SYSTEMS AND THEIR APPLICATION IN SPACE STRUCTURES. Proc. of IASS-MSU international Symposium, Istanbul, TURKEY, May29-June2, 2000. (2000)
3. DYNAMIC COLLAPSE CHARACTERISTICS OF SINGLE LAYER RETICULAR DOMES WITH SUBSTRUCTURE ABSORBING SEISMIC ENERGY DUE TO STRONG EARTHQUAKE MOTIONS
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