Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Guan-Gen Zhou"'
Publikováno v:
Journal of Constructional Steel Research. 204:107869
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d07a2c5513b5bca47c5383eefcedf66
https://doi.org/10.1016/j.jcsr.2023.107869
https://doi.org/10.1016/j.jcsr.2023.107869
Publikováno v:
Structural Engineering International. 31:30-39
Aluminum alloy materials have been extensively used in long-span roof structures, especially in coastal and industrial buildings containing corrosive matters. In this study, new-type aluminum alloy...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a1a7e4092a38efec3150df9647a76b85
https://doi.org/10.1080/10168664.2019.1668335
https://doi.org/10.1080/10168664.2019.1668335
Publikováno v:
Journal of Constructional Steel Research. 160:1-15
Double skin steel-concrete composite walls offer structural merits over conventional reinforced concrete walls in terms of high strength, good ductility and convenience for construction. The stability of the external steel faceplates is significantly
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e85893ae769be724e7c2550e01e29e11
https://doi.org/10.1016/j.jcsr.2019.05.027
https://doi.org/10.1016/j.jcsr.2019.05.027
Publikováno v:
Journal of Constructional Steel Research. 157:297-313
Double skin steel-concrete composite walls could offer high capacity and stiffness while affiliating the construction. The structural behavior of double skin steel-concrete composite walls under axial compression is largely dependent on the interface
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::13fe5f0e1c1289fc5f350deeb5776629
https://doi.org/10.1016/j.jcsr.2019.02.023
https://doi.org/10.1016/j.jcsr.2019.02.023
Publikováno v:
Journal of Constructional Steel Research. 188:107052
The sandwich composite wall with truss connectors is a new type of double-steel-plate composite wall, which consists of two external steel plates, square steel tubes at both ends, and in-fill concrete. The external steel plates are constrained by the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a6e4c04ae4606ecbf05e6228c600224
https://doi.org/10.1016/j.jcsr.2021.107052
https://doi.org/10.1016/j.jcsr.2021.107052
Publikováno v:
Journal of Constructional Steel Research. 184:106776
The double skin composite wall (DSCW) with steel truss is an innovative lateral load resisting member which composed of two steel plates, core concrete, concrete-filled steel tubes (CFSTs) as boundary members, and steel truss connectors. The effects
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::17ad439644b36921ca2aa1f60f5cfa39
https://doi.org/10.1016/j.jcsr.2021.106776
https://doi.org/10.1016/j.jcsr.2021.106776
Publikováno v:
Journal of Constructional Steel Research. 180:106569
This paper describes an experimental study to investigate the seismic behavior of double skin composite walls (DSCWs) with steel truss. Based on the results of seven specimens tested at full-scale, the influence of aspect ratio, axial compression rat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7cd22e893f2fd71e6a4804d5fa67f660
https://doi.org/10.1016/j.jcsr.2021.106569
https://doi.org/10.1016/j.jcsr.2021.106569
Publikováno v:
Journal of Constructional Steel Research. 162:105759
Double-skin composite walls have been increasingly applied in high-rise buildings. The behavior of connection to the wall under seismic action is essential to the performance of the whole structures. This paper investigated the experimental seismic b
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eea49bc34cc451c6c3e9b40664c61cb6
https://doi.org/10.1016/j.jcsr.2019.105759
https://doi.org/10.1016/j.jcsr.2019.105759
Publikováno v:
Applied Mechanics and Materials. :510-513
Based on the installation process of mega complex steel frame structure in Guangdong Science Center, the engineering features and difficulties are introduced. Then the installation schemes and technologies are described in detail, including installat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a4fc02104167e0635ec4c1eef7b05eb1
https://doi.org/10.4028/www.scientific.net/amm.71-78.510
https://doi.org/10.4028/www.scientific.net/amm.71-78.510
Publikováno v:
Advanced Materials Research. :198-201
A new approach, which is suitable for analyzing steel frames-reinforced concrete shear wall hybrid structure considered the semirigid connection for beam and column in horizontal load, is presented. The new simplified method considered the semirigid
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::935134a1d0c4b6722126dcf856f8f521
https://doi.org/10.4028/www.scientific.net/amr.250-253.198
https://doi.org/10.4028/www.scientific.net/amr.250-253.198