CYCLIC BENDING BEHAVIOR OF CONCRETE FILLED STEEL TUBULAR COLUMNS UNDER CONSTANT GRAVITY LOAD
Author:
Affiliation:
1. Dept. of Arch., Faculty of Engineering, Kagoshima Univ.
2. Structural Engineering Dept., Kyushu Branch, Nihon Sekkei Inc.
3. Dept. of Arch., Faculty of H.E.S., Kyushu Univ.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/68/568/68_KJ00004089229/_pdf
Reference1 articles.
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1. AXIAL LOAD RATIO LIMIT FOR ATTAINMENT OF FULL PLASTIC MOMENT OF CONCRETE FILLED SQUARE STEEL TUBULAR BEAM-COLUMNS;Journal of Structural and Construction Engineering (Transactions of AIJ);2023-06-01
2. Cyclic behavior of concrete-filled square tubular columns with stiffened plastic hinge region;Journal of Constructional Steel Research;2022-03
3. Experimental and analytical investigation on seismic behavior of Q690 circular high‐strength concrete‐filled thin‐walled steel tubular columns;The Structural Design of Tall and Special Buildings;2019-01-06
4. The Influence of Column-to-Beam Strength Ratio on Seismic Performance of Concrete Filled Tube Moment-Resistant Frames;Advanced Materials Research;2011-05
5. A Study on Structural Performance of End-Reinforced Steelbeam System;Procedia Engineering;2011
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