Zobrazeno 1 - 5
of 5
pro vyhledávání: '"Rudhra Halder"'
Publikováno v:
Earthquake Engineering & Structural Dynamics. 50:4097-4120
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b60921adb079f9e2380cc6de4936696f
https://doi.org/10.1002/eqe.3547
https://doi.org/10.1002/eqe.3547
Autor:
Rudhra Halder, Xiangming Zhou, Trissa Deb, Wang Wen Chen, Tzu Han Wen, Yang Liu, Terry Y.P. Yuen, Yang Tseng
Publikováno v:
Structures. 28:1322-1337
Being cost-effective, rapid construction, high transportability, and maintainability, post-tensioned precast concrete segmental bridges (PT-PCSBs) have been one of the most preferred choices for sites that are restrictive to access. Yet, deterioratio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::70644c4faeb986e7b860067a654882b0
https://doi.org/10.1016/j.istruc.2020.09.080
https://doi.org/10.1016/j.istruc.2020.09.080
Autor:
Terry Y.P. Yuen, Hexin Zhang, Rudhra Halder, Wang-Wen Chen, Tzu-Han Wen, Xiangming Zhou, Trissa Deb
This paper comprehensively studied the combined effects of prestress change and aspect ratios on the nonlinear structural performances of externally prestressed precast concrete segmental bridges (PCSB). An experimentally validated discrete-finite el
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7f044974de19352ebf4bfa827e5e160e
Autor:
Hexin Zhang, Tzu-Han Wen, Rudhra Halder, Wang-Wen Chen, Trissa Deb, Terry Y.P. Yuen, Xiangming Zhou
Publikováno v:
Engineering Structures. 247:113131
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9baabd45637c23096f97cec7d337de09
https://doi.org/10.1016/j.engstruct.2021.113131
https://doi.org/10.1016/j.engstruct.2021.113131
Autor:
Lipika Halder, Rudhra Halder
Publikováno v:
International Journal of Research in Engineering and Technology. :453-462
Synopsis Asymmetric buildings often undergo unfavorable seismic behaviour, which results the irregular concentration of plastic demand in limited or vulnerable portion of the structure and subsequently, invite the early collapse of the structure duri
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a4570b6c0d375f4bd547f191aaf23533
https://doi.org/10.15623/ijret.2015.0425068
https://doi.org/10.15623/ijret.2015.0425068