LATER
发表于 2025-3-25 05:16:39
Structural Analysis of Concrete-Filled Double Steel Tubes
假装是你
发表于 2025-3-25 11:05:27
Analysis of Axial Bearing Capacity,sections of reinforced CFST columns, based on the Unified Theory of CFST and elastoplastic limit equilibrium theory respectively. In comparison with other empirical models, the analysis on bearing capacity is extended to predict the optimal design of reinforced CFSTs. Thus, CFDST is confirmed as the
expound
发表于 2025-3-25 12:28:03
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Arteriography
发表于 2025-3-25 19:47:40
Frame Joint Forms in CFDST Structures,onvenient construction procedure in the structure design (Han and Zhang .; Hortencio and Falcon .). For the CFST structure, many researches have been conducted to better understand the behavior of CFST frames, as well as to develop various joint forms that demonstrate adequate structural performance
焦虑
发表于 2025-3-25 23:56:40
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Lipoma
发表于 2025-3-26 00:33:01
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CULP
发表于 2025-3-26 04:44:20
External Diaphragm Joints to Steel Beams, hollow cross-section structures, (3) conduct parametric studies of the moment-resisting joints with external diaphragm collar plates using ABAQUS. To conclude, external diaphragm joints have relatively large stiffness, good plasticity, and high bearing capacity, so it could be applied in the CFDST
切割
发表于 2025-3-26 10:30:41
Anchored Web Joints with Haunches,l continuous plate was tested by Chiew et al. (.), and it was found that the most of shearing force was transferred from steel beam to core concrete through the continuous web, and local buckling of steel tubes due to excessive shearing force was avoided. A vertical continuous plate passing through
冷淡一切
发表于 2025-3-26 16:30:24
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MILL
发表于 2025-3-26 18:02:19
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