Foreknowledge
发表于 2025-3-30 08:16:30
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蚊帐
发表于 2025-3-30 16:05:17
Structural Performance of Modular Buildings: A Reviewress of research on the analysis of modular buildings under different actions is compiled, and conclusions are drawn based on available research. The authors suggest the use of cold-formed steel shear wall system as a lateral load resisting system owing to its specific advantages.
没有准备
发表于 2025-3-30 20:05:50
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Deadpan
发表于 2025-3-31 00:33:16
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忘恩负义的人
发表于 2025-3-31 02:02:56
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–FER
发表于 2025-3-31 06:03:42
Behaviour of Different Lateral Stability Structural Systems for the Tall Steel Structures Under Windral systems namely, diagrid, tubular and conventional rigid frame systems are analyzed and are compared on numerous parameters like top storey displacement, storey drift, shear lag, fundamental time period, structural steel mass usage and sustainability, etc.
cancer
发表于 2025-3-31 12:24:22
Wind Analysis of High-Rise Building Using Computational Fluid Dynamicsover 60 m height are generally analyzed for wind loads. In wind analysis building behaves as a cantilever structure. In this study, experimental work was carried out using wind tunnel setup for three models (circular, hexagonal, and octagonal). Drag coefficients were noted down from the experiments
fodlder
发表于 2025-3-31 16:25:45
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通便
发表于 2025-3-31 21:23:41
Application of Artificial Neural Network (ANN) in the Prediction of Displacement of RC Frame Subjecte categories, namely zonal, soil, and structural response. Most of the designers and researchers rely upon the analytical method to see the complete performance of the structure which will enable them to design the structure for serviceability accurately. Several software have been developed to unde
付出
发表于 2025-3-31 22:35:54
Fatigue Crack Growth Analysis Using Surrogate Modelling Techniques for Structural Problemsn-loaded lug with through-the-thickness crack at a hole was analysed using finite-element (FE) tools. The stress intensity factor (SIF) and fatigue crack growth life for the incremental crack length of the attachment lug was predicted using Virtual Crack Closure Technique (VCCT) approach and crack g