Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Lianxu Zhou"'
Publikováno v:
Journal of Bridge Engineering. 28
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4fed7fadbab6eb57c9a26eaffc1f06ee
https://doi.org/10.1061/jbenf2.beeng-5861
https://doi.org/10.1061/jbenf2.beeng-5861
Publikováno v:
Journal of Bridge Engineering. 27
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fde909e92e2e061c194775320059e872
https://doi.org/10.1061/(asce)be.1943-5592.0001918
https://doi.org/10.1061/(asce)be.1943-5592.0001918
Publikováno v:
Engineering Structures. 272:115053
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::614e2099c7433be134c8def54856cb86
https://doi.org/10.1016/j.engstruct.2022.115053
https://doi.org/10.1016/j.engstruct.2022.115053
Publikováno v:
Earthquake Engineering & Structural Dynamics. 48:1217-1237
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::37403ea6a4a7a4255c510765a508288c
https://doi.org/10.1002/eqe.3186
https://doi.org/10.1002/eqe.3186
Publikováno v:
Engineering Structures. 189:206-221
Although often designed to behave elastically, seismic damage to reinforced concrete (RC) pylons of cable-stayed bridges have been witnessed in history such as the 1999 Chi-chi earthquake. This paper aims to assess the transverse seismic failure mech
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d2e148d45c37a5cca45ead5ac94e8b61
https://doi.org/10.1016/j.engstruct.2019.03.045
https://doi.org/10.1016/j.engstruct.2019.03.045
Publikováno v:
Engineering Structures. 179:106-119
In current transverse seismic design of long span cable-stayed bridges, the conventional transverse fixed system (TFS) is usually adopted. This strategy inevitably increases seismic demands of substructures and towers, leading to high seismic-induced
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::99f2586436051891425f1e04f51a271a
https://doi.org/10.1016/j.engstruct.2018.10.073
https://doi.org/10.1016/j.engstruct.2018.10.073
Publikováno v:
Engineering Structures. 196:109328
The low cycle fatigue performance of metallic hysteretic dampers is widely concerned by researchers because the energy-dissipation mechanism of these dampers primarily relies on inelastic deformations of metals. To examine the low cycle fatigue perfo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::46843315914d2b33eaf771e8a7194010
https://doi.org/10.1016/j.engstruct.2019.109328
https://doi.org/10.1016/j.engstruct.2019.109328
Publikováno v:
Scopus-Elsevier
To investigate the seismic performance of transverse steel damper seismic system (TSDSS), a shake table test is conducted on a 1/35-scale model of Sutong Bridge, a long span cable-stayed bridge with a main span of 1088 m. During the test, two types o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::abc2e3ec33dbecf271c0e803acbf82eb
http://www.scopus.com/inward/record.url?eid=2-s2.0-85059404241&partnerID=MN8TOARS
http://www.scopus.com/inward/record.url?eid=2-s2.0-85059404241&partnerID=MN8TOARS
