论文信息 - Robustness of Prefabricated Prefinished Volumetric Construction (PPVC) High-rise Building - 字舞流文

Robustness of Prefabricated Prefinished Volumetric Construction (PPVC) High-rise Building

The authors would like to acknowledge the financial support by the National Research Foundation (NRF) and SembCorp-NUS Corp Lab under project grant R-261-513-009-281

Y. S. Chua | J. Y. R. Liew | S. D. Pang

[1] J. Y. Richard Liew,et al. Enhancing the Robustness of Steel-Concrete Composite Buildings under Column Loss Scenarios , 2015 .

[2] Ahmed Y. Elghazouli,et al. Seismic Design of Buildings to Eurocode 8 , 2009 .

[3] M. P. Byfield,et al. Robustness of light steel frames and modular construction , 2008 .

[4] David A. Nethercot,et al. Progressive collapse of multi-storey buildings due to sudden column loss — Part I: Simplified assessment framework , 2008 .

[5] Da Gang Lu,et al. Robustness assessment for progressive collapse of framed structures using pushdown analysis methods , 2012 .

[6] Sherif El-Tawil,et al. Pushdown resistance as a measure of robustness in progressive collapse analysis , 2011 .

[7] Osama Ahmed Mohamed. Assessment of progressive collapse potential in corner floor panels of reinforced concrete buildings , 2009 .

[8] A. Y. Elghazouli,et al. Assessment of progressive collapse in multi-storey buildings , 2007 .

[9] Chan Ghee Koh,et al. Plastic hinge analysis of composite frames under column loss scenario , 2016 .

[10] S. Jeyarajan,et al. Progressive collapse mitigation approaches for steel-concrete composite buildings , 2015 .