Zobrazeno 1 - 10
of 24
pro vyhledávání: '"Xingquan Guan"'
Autor:
Xingquan Guan, Henry Burton
Publikováno v:
Structures. 46:17-30
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::82dc47792ea1b497db2f50219aa5dc79
https://doi.org/10.1016/j.istruc.2022.10.004
https://doi.org/10.1016/j.istruc.2022.10.004
Publikováno v:
Earthquake Spectra. 37:1199-1222
A number of simplified methodologies have been developed and used to estimate seismic drift demands in buildings. However, none of them have been systematically tested against a large number of buildings subjected to a diverse set of ground motions.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::01ab0483d5e1c4d15a4bf0f08f532df3
https://doi.org/10.1177/8755293020971209
https://doi.org/10.1177/8755293020971209
Autor:
Peng-Yu Chen, Xingquan Guan
Publikováno v:
Engineering Structures. 278:115452
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2f9392bf9cccc6a540a1fee743fb119e
https://doi.org/10.1016/j.engstruct.2022.115452
https://doi.org/10.1016/j.engstruct.2022.115452
Publikováno v:
Engineering Structures. 183:720-740
Welded steel tubular structures are easily exposed to impact loading which may cause devastated damage firstly to their connecting joints. The critical joints determine the dynamic mechanical performance of the structures in those unexpected catastro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be6ca75d4c5e7066439a686c5af3dc29
https://doi.org/10.1016/j.engstruct.2019.01.027
https://doi.org/10.1016/j.engstruct.2019.01.027
Publikováno v:
Journal of Structural Engineering. 147
A spectrum of simplified methods for estimating building seismic drift demands is conceptualized. On one extreme are mechanics-based approaches that are derived solely from fundamental engi...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d84f56f5808eb6d1cefc42d348b8731f
https://doi.org/10.1061/(asce)st.1943-541x.0003004
https://doi.org/10.1061/(asce)st.1943-541x.0003004
Autor:
Ziyue Zeng, Zheyu Zhu, Wu Yao, Zhongping Wang, Changying Wang, Yongqi Wei, Zhenhua Wei, Xingquan Guan
Publikováno v:
Construction and Building Materials. 329:127082
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::307565621e90c85db2645de66a6f11d8
https://doi.org/10.1016/j.conbuildmat.2022.127082
https://doi.org/10.1016/j.conbuildmat.2022.127082
Publikováno v:
Journal of Constructional Steel Research. 150:129-140
The seismic performance and economic seismic losses of a 6-story self-centering moment resisting frame (SC-MRF) building using post-tensioned (PT) connections with top-and-seat angles is evaluated. A phenomenological model that captures the lateral l
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::da06f262a2247b4e21f5013c3a64d846
https://doi.org/10.1016/j.jcsr.2018.07.026
https://doi.org/10.1016/j.jcsr.2018.07.026
Publikováno v:
Thin-Walled Structures. 132:616-628
Two doubler-plate-reinforced tubular T-joint specimens were tested to failure under axial loading. One specimen was tested at ambient temperature and the other was tested after a heating and cooling process. The failure mode for both specimens was th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a757d62449896387b581e956e66b0d61
https://doi.org/10.1016/j.tws.2018.09.021
https://doi.org/10.1016/j.tws.2018.09.021
Publikováno v:
Thin-Walled Structures. 122:387-402
The hysteretic behaviour of square hollow section (SHS) brace-H-shaped chord T-joints with transverse stiffeners was investigated using experimental and finite element (FE) analyses. Three specimens with different brace widths were fabricated for the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1817e159bd30755e4465da02e1692d87
https://doi.org/10.1016/j.tws.2017.10.023
https://doi.org/10.1016/j.tws.2017.10.023
Publikováno v:
KSCE Journal of Civil Engineering. 22:2451-2463
The stress distribution along the weld toe (SCF test) and the fatigue life of tubular T-joints (Fatigue test) were experimentally investigated in this study. Three specimens with identical geometric properties were tested to failure under fatigue cyc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4e66e71d46b67848d365355c5d67ef5d
https://doi.org/10.1007/s12205-017-1922-x
https://doi.org/10.1007/s12205-017-1922-x