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Xinxia Li, Lan Tao and Mingjie Liu
In this paper, the system response, stress redistribution, failure mode, and catenary effect of steel frames with circular tube columns and cast steel stiffener (CSS) joints under a sudden column removal scenario were revealed. Based on this force transf...
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Thisari Munmulla, Satheeskumar Navaratnam, Julian Thamboo, Thusiyanthan Ponnampalam, Hidallana-Gamage Hasitha Damruwan, Konstantinos Daniel Tsavdaridis and Guomin Zhang
The limited knowledge of the behaviour of modular buildings subjected to different loading scenarios and thereby lack of design guidelines hinder the growth of modular construction practices despite its widespread benefits. In order to understand the rob...
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Tao Yang, Zhongqing Han, Nianchun Deng and Wanqing Chen
Six concrete beam-column frame sub-assemblages reinforced with basalt fiber-reinforced polymer (BFRP) bars in the frame beams were designed to investigate the collapse resistance after a middle column removal. Effect of parameters, including span to dept...
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