Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Xian-Tie Wang"'
Publikováno v:
Advances in Structural Engineering. 26:399-412
Concrete-filled steel tubular (CFST) with circular section is a very efficient composite component bearing vertical loads, which takes advantage of the synergy of steel tube and concrete to fully develop the strengths of both materials. To promote th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c047a64a74abd5b824070ae13f2982e7
https://doi.org/10.1177/13694332221128847
https://doi.org/10.1177/13694332221128847
Autor:
Xian-Tie Wang, Chuan-Dong Xie
Publikováno v:
International Journal of Steel Structures. 19:1895-1910
Steel plate shear wall (SPSW) systems have been used increasingly in medium- and high-rise buildings in recent decades. Two major issues in the slender-web SPSW are the buckling of H-section steel column base and significant pinching in hysteretic cu
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c56601265df789e3b51f74dbdf3fae66
https://doi.org/10.1007/s13296-019-00253-z
https://doi.org/10.1007/s13296-019-00253-z
Publikováno v:
Journal of Constructional Steel Research. 156:75-85
Traditional column base connections typically designed as fully restrained moment connections are questionable to be applied in self-centering seismic resisting structural systems. In this study, three types of self-centering concrete-filled square s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f4cb92858cac642374c7d15becf4daa8
https://doi.org/10.1016/j.jcsr.2019.01.025
https://doi.org/10.1016/j.jcsr.2019.01.025
Publikováno v:
Steel and Composite Structures. 23:435-444
In the past, the progressive collapse resulting from local failures during accidents has caused many tragedies and loss of life. Although long-span spatial grid structures are characterised by a high degree of static indeterminacy, the sudden failure
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f7185a18c2f37031c11e35b1765e9bf8
https://doi.org/10.12989/scs.2017.23.4.435
https://doi.org/10.12989/scs.2017.23.4.435
Publikováno v:
Journal of Constructional Steel Research. 179:106519
This paper focuses on two novel enhancement schemes for thin-walled square concrete filled steel tubular (CFST) columns, i.e., diagonal rib stiffener and circular liner stiffener, with the advantages of sufficient confinement, easy fabrication, and f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::018900a972eb7cea598ead5b467bcb76
https://doi.org/10.1016/j.jcsr.2020.106519
https://doi.org/10.1016/j.jcsr.2020.106519
Publikováno v:
Journal of Constructional Steel Research. 169:106052
A post-tensioned (PT) beam-to-column connection using wedge-shaped devices (WSDs) and concrete-filled square steel tubular (CFST) column is proposed in this study. The WSD is designed to eliminate the gap between the nut on the energy-dissipating (ED
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::715cd7214c7231183d8aa4d2c933212d
https://doi.org/10.1016/j.jcsr.2020.106052
https://doi.org/10.1016/j.jcsr.2020.106052
Publikováno v:
Advanced Science Letters. 15:220-224
This paper presents a nonlinear numerical analysis on the seismic behavior of concrete filled square steel tube (CFST) columns and steel beam planar frame with through bolt-endplate beam-column connection, by using the finite element analysis modelin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b4ed38edeb768e098f3335fe10aa6281
https://doi.org/10.1166/asl.2012.3986
https://doi.org/10.1166/asl.2012.3986
Autor:
Xian-tie, Wang, Ji-ping, Hao
Publikováno v:
In Fourth International Conference on Advances in Steel Structures 2005:401-406