CONTENTS
Volume 52, Number 2, 2024
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Axial compressive behavior of partially encased recycled aggregate concrete stub columns after exposure to high temperatures
Jiongfeng Liang, Wanjie Zou, Liuhaoxiang Wang and Wei Li
Abstract | Full Text (2.82 MB)
pages 121-134.
DOI: 10.12989/scs.2024.52.2.121
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Seismic response study of tower-line system considering bolt slippage under foundation displacement
Jia-Xiang Li, Jin-Peng Cheng, Zhuo-Qun Zhang and Chao Zhang
Abstract | Full Text (2.68 MB)
pages 135-143.
DOI: 10.12989/scs.2024.52.2.135
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Hybrid machine learning with HHO method for estimating ultimate shear strength of both rectangular and circular RC columns
Quang-Viet Vu, Van-Thanh Pham, Dai-Nhan Le, Zhengyi Kong, George Papazafeiropoulos and Viet-Ngoc Pham
Abstract | Full Text (4.78 MB)
pages 145-163.
DOI: 10.12989/scs.2024.52.2.145
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Experimental and numerical study on mechanical behaviour of grouted splices with light-weight sleeves
Quanwei Liu, Tao Wu, Zhengyi Kong, Xi Liu, Ran Chen, Kangxiang Hu, Tengfei Xiang and Yingkang Zhou
Abstract | Full Text (4.75 MB)
pages 165-182.
DOI: 10.12989/scs.2024.52.2.165
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Buckling behavior of bundled inclined columns: Experimental study and design code verification
Moussa Leblouba, Samer Barakat, Raghad Awad, Saif Uddin Al-Khaled, Abdulrahman Metawa and Abdul Saboor Karzad
Abstract | Full Text (6.61 MB)
pages 183-197.
DOI: 10.12989/scs.2024.52.2.183
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A numerical model for the long-term service analysis of steel-concrete composite beams regarding construction stages: Case study
Marcela P. Miranda, Jorge L. P. Tamayo and Inácio B. Morsch
Abstract | Full Text (2.98 MB)
pages 199-215.
DOI: 10.12989/scs.2024.52.2.199
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Experimental study on hybrid FRP-steel RC shear wall with replaceable dampers
Shiying Xiao and Mengfu Wang
Abstract | Full Text (5.40 MB)
pages 217-236.
DOI: 10.12989/scs.2024.52.2.217
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Dynamic characteristics analysis of CBGSCC bridge with large parameter sample
Zhongying He, Yifan Song, Genhui Wang and Penghui Sun
Abstract | Full Text (4.14 MB)
pages 237-248.
DOI: 10.12989/scs.2024.52.2.237