SHEAR RESISTANCE MECHANISM OF INTERIOR STEEL-BEAM TO RC-COLUMN JOINTS
Author:
Affiliation:
1. Technical Research Institute, Fujita Corp.
2. Dept. of Architectural Design, Fujita Corp.
3. Dept. of Architecture, Faculty of Science & Technology, Meiji Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/59/461/59_KJ00004099832/_pdf
Cited by 5 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. EVALUATION METHOD OF SHEAR CAPACITY OF RC REGION IN HYBRID BEAMS WHERE STEEL IS EMBEDDED IN RC REGION AT BEAM ENDS;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-07-01
2. Ultimate Flexural Strength and Plastic Deformation Performance of Reinforced Concrete Section in Hybrid Beams;ACI Structural Journal;2021-01-01
3. EVALUATION OF EXISTING STRENGTH MODELS FOR RCS JOINTS AND CONSIDERATION TOWARD IMPROVED MODELING : A study on strength evaluation of RCS joints Part 1;Journal of Structural and Construction Engineering (Transactions of AIJ);2002
4. EXPERIMENTAL STUDY ON STRENGTH AND DEFORMATION CAPACITY OF REINFORCED CONCRETE COLUMN AND STEEL BEAM STRUCTURE JOINT OF THROUGH COLUMN TYPE;Journal of Structural and Construction Engineering (Transactions of AIJ);1998
5. A STUDY ON THE ULTIMATE SHEAR STRENGTH OF CONNECTIONS WITH RC COLUMNS AND STEEL BEAMS;Journal of Structural and Construction Engineering (Transactions of AIJ);1998
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