COLLAPSE MECHANISM OF TOWER-SUPPORTED STEEL STACK COMPOSED OF CIRCULAR HOLLOW SECTIONS WITH LARGE DIAMETER-TO-THICKNESS RATIO
Author:
Affiliation:
1. Dept. of Arch. and Build. Eng., Tokyo Institute of Technology
2. TOMOE CORPORATION
3. Tokyo Electric Power Company Holdings, Inc.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/83/750/83_1171/_pdf
Reference2 articles.
1. 11) Takeuchi, T., and Matsui, R. : Cumulative Cyclic Deformation Capacity of Tubular Braces underl Buckling, Journal of Structual Engineering ASCE, No. 137, pp. 1311-1318, 2011.11
2. 16) Federal Emergency Management Agency : Recommended seismic design criteria for new steel moment-frame buildings, FEMA-350, 2000.6
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1. BUCKLING BEHAVIOR AND CYCLIC DEFORMATION CAPACITY OF CIRCULAR HOLLOW SECTION MEMBERS WITH 20 OF THE SLENDERNESS RATIO IN TRUSS TOWER STRUCTURES;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-09-01
2. SIMPLE SEISMIC DAMAGE EVALUATION OF TRANSMISSION TOWER CONSIDERING POST BRACE-BUCKLING BEHAVIOR;Journal of Structural and Construction Engineering (Transactions of AIJ);2022-09-01
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