Zobrazeno 1 - 10
of 86
pro vyhledávání: '"Yan, Gang"'
Publikováno v:
Applied Mathematical Modelling. 101:654-672
On-site observations show that several damages have occurred in CRTS II slab-type ballastless track system, such as crack and interface debonding between different structural layers, which will trigger the occurrence of some failure modes of CRTS II
Publikováno v:
Structures. 34:4308-4321
In this paper, a total of 70 experimental flexural tests of corroded post-tensioned prestressed concrete (PC) beams were gathered from the published literatures. Using the experimental data, a comprehensive databank of flexural capacity of the corrod
Autor:
Haizhong Zhang, Yan-Gang Zhao
Publikováno v:
Bulletin of Earthquake Engineering. 19:5285-5305
The response spectral ratio (RSR) used to construct a design spectrum that incorporates site effects is conventionally assumed to be independent of an earthquake scenario in linear analysis. However, recent studies have found that the RSR varies sign
Publikováno v:
Structure and Infrastructure Engineering. :1-16
The main purpose of this work is to develop a reliability analysis of concrete cover against the ingress of airborne chloride ions, and then to use it to determine the appropriate thicknesses of co...
Publikováno v:
Frontiers of Structural and Civil Engineering. 14:888-906
In this study, a total of 177 flexural experimental tests of corroded reinforced concrete (CRC) beams were collected from the published literature. The database of flexural capacity of CRC beam was established by using unified and standardized experi
Autor:
Siqi Lin, Yan-Gang Zhao
Publikováno v:
Journal of Constructional Steel Research. 160:54-66
Experimental researches on the behaviors of large-diameter concrete-filled steel tube (CFT) columns are quite limited because of expenses and capacity of testing equipment. Finite element (FE) technique is an alternative and efficient method if suita
Publikováno v:
Journal of Structural Engineering. 147
The existing theoretical models for the analysis of concrete-filled steel tube (CFST) columns are mainly limited to circular specimens. This paper is aimed at developing a unified theoretic...
Publikováno v:
Journal of Structural Engineering. 147
Because of the vulnerability of roof sheathing panel to wind load, light-frame wood low-rise buildings often suffer from serious destructions in typhoon hazards. Efficient assessment of the...
Publikováno v:
Advances in Structural Engineering. 22:2998-3010
Reinforcement corrosion exhibits an adverse effect on the shear strength of reinforced concrete structures. In order to investigate the effects of chloride-induced corrosion of reinforcing steel on the shear behavior and failure pattern of reinforced
Publikováno v:
Construction and Building Materials. 188:1234-1248
A total of 158 experimental tests of shear behavior of corroded reinforced concrete (CRC) beams under action of concentrated load, published in the literature were collected and compiled into a shear strength database. This database was firstly used