ON THE EFFECT OF RESTORING FORCE CHARACTERISTICS OF COLUMN-BASE ON INELASTIC RESPONSE BEHAVIOR OF WEAK-BEAM STEEL FRAME UNDER EARTHQUAKE GROUND MOTION
Author:
Affiliation:
1. Dept. of Architecture, Faculty of Engineering, Kumamoto Institute of Technology
2. Dept. of Architecture, Faculty of Engineering, Kyushu University
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/63/507/63_KJ00004100908/_pdf
Reference1 articles.
Cited by 8 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. DEFORMATION BEHAVIOR & WORKING STRESS OF COLUMN-BASE FOR STEEL STRUCTURE WITH EXPOSED COLUMN-BASE ON GROUND MOTION;Journal of Structural and Construction Engineering (Transactions of AIJ);2021-06-30
2. Strength and Stiffness Characteristics of Typical Exposed Base Plate Connections Using Parametric Finite Element Modeling;Structures Congress 2015;2015-04-17
3. A STUDY ON ANCHOR-BOLT-YIELD-TYPE EXPOSED COLUMN-BASE WITH MULTI-ROWS OF ANCHOR-BOLTS SUBJECTED TO VARIABLE AXIAL-FORCE AND BENDING;Journal of Structural and Construction Engineering (Transactions of AIJ);2011
4. ULTIMATE SEISMIC CAPACITY OF MULTI-STORY STEEL MOMENT RESISTING FRAMES HAVING NEW COLUMN SUPPORT SYSTEM;Journal of Structural and Construction Engineering (Transactions of AIJ);2011
5. PROPOSAL OF NEW COLUMN SUPPORT SYSTEM FOR MULTI-STORY STEEL MOMENT RESISTING STRUCTURES TO PERFORM BEAM YIELDING MECHANISM;Journal of Structural and Construction Engineering (Transactions of AIJ);2010
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