Finite Element Analyses of Demountable Shear Connection in Cold-Formed Steel-Concrete Composite Beam Based on Experimental Data

被引：0

作者：

Žuvelek, Vlaho ^{[1
]}

Ćurković, Ivan ^{[1
]}

Lukačević, Ivan ^{[1
]}

Rajić, Andrea ^{[1
]}

机构：

[1] University of Zagreb, Faculty of Civil Engineering, Zagreb, Croatia

来源：

关键词：

D O I：

10.1002/cepa.2629

中图分类号：

学科分类号：

摘要：

Composite beams and girders - Concrete slabs - Life cycle - Studs (structural members)

引用

页码：213 / 219

共 4 条

[1] Lateral Load Carrying Capacity of Concrete-filled Cold-formed Steel Shear Wall
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Pradhan, P. Man
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International Journal of Engineering, Transactions B: Applications, 2022, 35 (01): : 161 - 171
[2] CONCRETE-FILLED COLD-FORMED STEEL BUILT-UP COMPOSITE STUB COLUMNS
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Craveiro, H.D.
Simões, R.A.
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ce/papers, 2024, 7 (1-2) : 209 - 217
[3] Experimental study on steel coupling beam and composite shear wall connection under simulated earthquake action
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400045, China
不详
400045, China
不详
211816, China
不详
CA90089, United States
Jianzhu Jiegou Xuebao, 9 (9-17 and 52):
[4] Strengthening of RC beams using steel plate-fiber concrete composite jackets: Finite element simulation and experimental investigation
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Hedayatnasab, A.
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International Journal of Engineering, Transactions B: Applications, 2022, 35 (01):