Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Kaozhong Zhao"'
Publikováno v:
Buildings, Vol 14, Iss 2, p 442 (2024)
A normal composite wall panel is a structural component composed of polystyrene insulation boards and concrete surface layers reinforced with steel wire mesh. It can be entirely prefabricated in a factory or constructed with the concrete surface laye
Externí odkaz:
https://doaj.org/article/e3707d753ea54e09b334c2078f873c93
Publikováno v:
Buildings, Vol 14, Iss 1, p 184 (2024)
Through low-cycle reciprocating tests on 11 masonry wall specimens strengthened using reinforced-concrete–masonry composite columns, the effects of the position of the composite column, height-to-width ratio, column reinforcement ratio, and axial l
Externí odkaz:
https://doaj.org/article/803af44068944fdd93430db6925fe796
Publikováno v:
Buildings, Vol 14, Iss 1, p 80 (2023)
Prestressed steel truss composite slab is composed of a precast prestressed bottom slab, a steel truss, and a postcast concrete layer. In order to investigate the fire resistance performance of prestressed multispan steel truss composite (STPC) slabs
Externí odkaz:
https://doaj.org/article/b6af075ad1f14c03bdf2436305336e64
Publikováno v:
Buildings, Vol 13, Iss 11, p 2830 (2023)
During construction, newly cast concrete exerts lateral pressure on the steel plates of concrete-filled steel tube (CFST) columns, resulting in non-negligible initial circumferential stresses. Finite element analysis, in which lateral pressure is app
Externí odkaz:
https://doaj.org/article/5e87b0d60a9d44e9b6dc0e32a94ff7a6
Publikováno v:
Advances in Materials Science and Engineering, Vol 2021 (2021)
The building finish layer is a comprehensive structural system including the building exterior insulation system and building exterior finish. Combining with buildings has the advantage of reducing wall heat loss and building deformation caused by la
Externí odkaz:
https://doaj.org/article/182bb8019c684a4e97115787c3b1e845
Publikováno v:
Buildings, Vol 11, Iss 7, p 310 (2021)
To study the influence of masonry infill walls on the hysteretic performance of reinforced concrete frames, a cyclic experiment was conducted for three two-story and two-span reinforced concrete frame structures, including one reinforced concrete fra
Externí odkaz:
https://doaj.org/article/93db114458894047a62721d536e8b52c
Publikováno v:
Buildings
Volume 11
Issue 7
Buildings, Vol 11, Iss 310, p 310 (2021)
Volume 11
Issue 7
Buildings, Vol 11, Iss 310, p 310 (2021)
To study the influence of masonry infill walls on the hysteretic performance of reinforced concrete frames, a cyclic experiment was conducted for three two-story and two-span reinforced concrete frame structures, including one reinforced concrete fra