400-808-1701
Steel And Composite Structures

Steel And Composite Structures

期刊收录

SCI 、SCIE

ISSN刊号

1229-9367

E-ISSN刊号

1598-6233
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中国学者近期发表的论文

Experimental and numerical study on steel frame with replaceable energy-dissipation connection

Author: Ma, Hongwei; Weng, Yixian; Xiong, Wei; Jiang, Jing; Xu, Jiaxin; Li, Ming

Journal: STEEL AND COMPOSITE STRUCTURES. 2026; Vol. 59, Issue 1, pp. -. DOI: 10.12989/scs.2026.59.1.001

Seismic performance of wall-beam joints in composite walls with u-shaped energy dissipation device

Author: Li, Jian; Liu, Kai; Zhao, Zhe; Chen, Bo-Kai

Journal: STEEL AND COMPOSITE STRUCTURES. 2026; Vol. 59, Issue 1, pp. 109-127. DOI: 10.12989/scs.2026.59.1.109

Large deflection analysis of thin-walled members with functionally graded materials along the thickness directio

Author: Abdelrahman, A. h. a.; Gao, Wen-Long; Lotfy, Sameh; Li, Guanhua; Liu, Si-Wei

Journal: STEEL AND COMPOSITE STRUCTURES. 2026; Vol. 59, Issue 1, pp. 55-80. DOI: 10.12989/scs.2026.59.1.055

Investigation on flexural behavior of cold-formed thin-walled steel beams with built-up double-limb Σ-shaped section

Author: Nie, Shaofeng; Ran, Bo; Zhu, Jun; Yin, Qingxu; Jiang, Xin; Wu, Weijie; Zhang, Yang

Journal: STEEL AND COMPOSITE STRUCTURES. 2026; Vol. 58, Issue 6, pp. 831-853. DOI: 10.12989/scs.2026.58.6.831

Axial compression behavior of cruciform steel reinforced concrete composite stub columns with high-strength concrete and Q690 stee

Author: He, Zhengbo; Elsemeen, Ahmed Samir; Li, Tao; Zhao, Ming-Shan; Chiew, Sing-Ping

Journal: STEEL AND COMPOSITE STRUCTURES. 2026; Vol. 58, Issue 6, pp. 785-808. DOI: 10.12989/scs.2026.58.6.785

Residual bonding properties of CFRP cable-UHPC interface after thermo-mechanical couplin

Author: Jiang, Zhengwen; Zhao, Xilong; Chen, Hao; Fang, Zhi; Li, Quanhao; Wang, Zhiwei

Journal: STEEL AND COMPOSITE STRUCTURES. 2026; Vol. 58, Issue 3, pp. 301-321. DOI: 10.12989/scs.2026.58.3.301

Study on compression behavior of cross-shaped column in the ultra-low-energy prefabricated modular wall buildin

Author: Zhang, Xiang; Qiao, Wentao; Yang, Zhi; Zhang, Yahui; Yan, Bing

Journal: STEEL AND COMPOSITE STRUCTURES. 2026; Vol. 58, Issue 2, pp. 255-276. DOI: 10.12989/scs.2026.58.2.255

Mechanical properties of severely corroded high-strength steel wire under the high-strain low-cycle fatigue loadin

Author: Zhang, Zimo; Tan, Guojin; Wang, Hua; Yang, Tao

Journal: STEEL AND COMPOSITE STRUCTURES. 2026; Vol. 58, Issue 1, pp. 95-117. DOI: 10.12989/scs.2026.58.1.095

Cracking risk of concrete in negative moment area of steel-concrete composite continuous bea

Author: Xie, Huibing; Han, Bing; Sun, Yue; Jia, Siyi; Yan, Wutong

Journal: STEEL AND COMPOSITE STRUCTURES. 2026; Vol. 58, Issue 1, pp. 53-68. DOI: 10.12989/scs.2026.58.1.053

Experimental and numerical investigation on fire resistance of PEC members with fire protectio

Author: Tang, Hao; Jiang, Shouchao; Wang, Yanbo; Liu, Zhengjun; Zhu, Shaojun

Journal: STEEL AND COMPOSITE STRUCTURES. 2026; Vol. 58, Issue 1, pp. 69-94. DOI: 10.12989/scs.2026.58.1.069


高引用文章

Bending analysis of anti-symmetric cross-ply laminated plates under nonlinear thermal and mechanical loadings

引用次数:81

Application of Extreme Learning Machine (ELM) and Genetic Programming (GP) to design steel-concrete composite floor systems at elevated temperatures

引用次数:44

Computational Lagrangian Multiplier Method by using for optimization and sensitivity analysis of rectangular reinforced concrete beams

引用次数:37

Computational investigation of the comparative analysis of cylindrical barns subjected to earthquake

引用次数:35

Investigation of pipe shear connectors using push out test

引用次数:30

Behavior study of NC and HSC RCCs confined by GRP casing and CFRP wrapping

引用次数:28

Behavior of steel storage pallet racking connection - A review

引用次数:22

Intelligent design of retaining wall structures under dynamic conditions

引用次数:20

Buckling analysis of new quasi-3D FG nanobeams based on nonlocal strain gradient elasticity theory and variable length scale parameter

引用次数:17

Finite element simulations on the ultimate response of extended stiffened end-plate joints

引用次数:14

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