EARTHQUAKE RESISTANT CAPASITY ALONG TO SPAN DIRECTION OF LARGE SPAN ROOF STRUCTURE IN HEAVY SNOWFALL REGION
Author:
Affiliation:
1. Dept. of Architecture and Civil Engineering, Faculty of Engineering, Fukui University
2. Hokuriku Electric Power Co.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/67/560/67_KJ00004102525/_pdf
Reference2 articles.
1. COLLAPSE ACCELERATION OF DOUBLE LAYER LATTICED DOME DUE TO HORIZONTAL AND VERTICAL EARTHQUAKE MOTIONS
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1. EVALUATION METHOD OF PERFORMANCE TO TRANSMIT HORIZONTAL SEISMIC LOADS TO SUBSTRUCTURES OF DOUBLE LAYER TRUSS DOMES BUILT IN HEAVY SNOW REGION CONSIDERING VERTICAL LOAD RESISTANT CAPACITY;Journal of Structural and Construction Engineering (Transactions of AIJ);2019
2. SEISMIC PERFORMANCE OF ROOF STRUCTURE IN STEEL GYMNASIA WITH ENERGY DISSIPATION DEVICES;Journal of Structural and Construction Engineering (Transactions of AIJ);2011
3. ESTIMATION OF DYNAMIC DUCTILITY INDEX OF BRACES IN LONGITUDINAL DIRECTION OF SPORT HALLS BASED ON ENERGY BALANCE RESPONSE;Journal of Structural and Construction Engineering (Transactions of AIJ);2010
4. STUDY ON EVALUATION OF DYNAMIC DUCTILITY INDEX OF SPORT HALLS BASED ON ELASTO-PLASTIC EARTHQUAKE RESPONSE ANALYSIS;Journal of Structural and Construction Engineering (Transactions of AIJ);2010
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