Zobrazeno 1 - 10
of 16
pro vyhledávání: '"Sidi Shan"'
Publikováno v:
Structures. 53:1463-1475
Publikováno v:
Structures. 46:1119-1133
Publikováno v:
Journal of Constructional Steel Research. 196:107419
Autor:
Yancheng Cai, Sidi Shan, Ben Young, Wei Pan, Man-Tai Chen, Peng Ma, Ray Kai Leung Su, Daniel T. W. Looi
Publikováno v:
Proceedings of the Institution of Civil Engineers - Civil Engineering. 172:51-57
Modular construction has been adopted as a new form of construction to enhance quality and productivity. However, most of the success stories of adopting modular systems are limited to low-rise buildings. This paper explores the feasibility of engine
Publikováno v:
Journal of Constructional Steel Research. 155:426-437
This paper numerically investigates the influence of masonry infill walls on collapse mechanisms of steel frames under fire scenarios. Three six-story by five-bay steel frames were designed in this study. One of these frames had no infill walls, anot
Publikováno v:
The Structural Design of Tall and Special Buildings.
Publikováno v:
Engineering Structures. 250:113451
This study numerically investigates progressive collapse mechanisms of post-tensioned RC frames under column removal scenarios by using the finite element method. The primary objective of this study is to investigate the influences of infill walls on
Publikováno v:
Journal of Constructional Steel Research. 182:106691
This study numerically investigates effect of infill walls on collapse performances of three-dimensional (3D) steel frames against fire using explicit nonlinear dynamic analysis. Two eight-story, five-span with three-bay composite steel frames were d
Publikováno v:
Journal of Structural Engineering. 145
Progressive collapse behavior of RC infilled frames is studied experimentally under quasi-static loading and numerically by using macro (strut) and micro (finite-element) models to simulate the damage propagation within infill walls. A three-strut mo
Publikováno v:
Engineering Structures. 111:80-92
The interaction between the infill walls and the reinforced concrete (RC) frame members in the progressive collapse process was examined experimentally in this study. Two 1/3 scaled, four-bay, two-story RC frame specimens, one of which was featured w