NEW DUCTILE STEEL FRAMES LIMITING DAMAGE TO CONNECTION ELEMENTS AT BOTTOM FRANGE OF BEAM-ENDS : Part1 Static tests of bema-to-column connections with weak-web-split-tee
Author:
Affiliation:
1. Tokyo Institute of Technology
2. S.E.R.C., Tokyo Institute of Technology
3. Dept. of Architecture and Building Engineering, Tokyo Institute of Technology
4. Building Construction Division, Nippon Steel Corporation
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/69/575/69_KJ00004089870/_pdf
Reference5 articles.
Cited by 9 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
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2. Beam-to-column connection with double-stage yield buckling-restrained steel bar dampers;Journal of Constructional Steel Research;2024-01
3. 下弦材に座屈拘束部材を挿入した損傷制御型トラス梁に関する研究:;Journal of Structural and Construction Engineering (Transactions of AIJ);2023-10-01
4. Japanese Efforts to Promote Steel Reuse in Building Construction;Journal of Structural Engineering;2023-01
5. Experimental Assessment of the Hysteretic Response of Resilient Low-Damage Friction Joints with Different Belleville Disk Springs Configurations;2023
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