CUMULATIVE SEISMIC ENERGY DISSIPATION CAPACITY OF TRUSS TOWER STRUCTURES
Author:
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Reference12 articles.
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2. PERFORMANCES OF COMPRESSIVE TUBE MEMBERS WITH BUCKLING RESTRAINER COMPOSED OF MORTAL IN-FILLED STEEL TUBE
3. SEISMIC RETROFIT OF EXISTING TELE COMMUNICATION TOWER USING BUCKLING RESTRAINED BRACE(Structures)
4. 4) 竹内 徹、小河利行、鈴木達人、熊谷知彦、山形智香:立体トラス架構の損傷制御設計に関する基礎的研究、日本建築学会構造工学論文集、Vol.51B、2005.3
5. 5) 制振部材を用いた立体トラス構造のデザイン、鉄構技術,2005
Cited by 2 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
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. SEISMIC PERFORMANCE OF TUBULAR TRUSS TOWER STRUCTURES FOCUSING ON MEMBER FRACTURE;Journal of Structural and Construction Engineering (Transactions of AIJ);2011
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