Zobrazeno 1 - 10
of 20
pro vyhledávání: '"Shouchao Jiang"'
Publikováno v:
Materials; Volume 15; Issue 14; Pages: 4872
A new type of steel–concrete–steel composite structure was adopted and widely used in the immersed tunnel of the Shenzhen–Zhongshan access. The research on the mechanical behavior of the new composite structure under a high temperature of fire
Autor:
Lei Wang, Xiangsheng Chen, Dong Su, Shuya Liu, Xian Liu, Shouchao Jiang, Hao Gao, Wensheng Yang
Publikováno v:
Tunnelling and Underground Space Technology. 135:105062
Publikováno v:
Structures. 28:1137-1152
Eight structural fire tests on an aluminum alloy shell specimen are conducted in this paper. Firstly, the test program is described in detail. Then, test results, including the test phenomenon, the temperature-time curves, and the displacement-time c
Publikováno v:
Fire Safety Journal. 131:103628
Publikováno v:
Thin-Walled Structures. 127:574-587
This paper investigates the elevated-temperature flexural-torsional buckling behavior of aluminum alloy members under eccentric compression by means of experimental and numerical study. Firstly, fourteen I-shaped aluminum alloy members were tested un
Publikováno v:
Thin-Walled Structures. 124:523-537
This paper presents a systematic investigation on the buckling behaviour of aluminium alloy columns under fire conditions. One hundred and eight aluminium alloy columns, including sixty rectangular tubes and forty eight circular tubes, were tested un
Publikováno v:
In Journal of Constructional Steel Research 2007 63(9):1175-1183
Publikováno v:
Steel and Composite Structures. 23:585-596
Tubular joints have been widely used in offshore platforms and space structures due to their merits such as easy fabrication, aesthetic appearance and better static strength. For existing tubular joints, a grouted sleeve reinforced method was propose
Publikováno v:
Advances in Structural Engineering. 20:1451-1465
This article presents an extensive experimental and numerical study aimed at the evaluation of the thermo-structural response of composite beams with composite slabs. Two full-scale fire tests were carried out on simply supported composite steel-conc
Publikováno v:
International Journal of Steel Structures. 16:217-229
This paper describes an extensive experimental and numerical study conducted to evaluate the thermo-structural response of shear connectors embedded in composite slabs with steel sheeting parallel to the steel beam, with particular focus on opentrape