Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Yuan-Tao Weng"'
Publikováno v:
Buildings, Vol 14, Iss 4, p 964 (2024)
Continuous and autonomous system identification is an alternative to regular inspection during operations, which is essential for structural integrity management (SIM) as well as structural health monitoring (SHM). In this regard, online (or real-tim
Externí odkaz:
https://doaj.org/article/a7706ee332934ab88d79bdef422aa407
Publikováno v:
Applied Sciences, Vol 12, Iss 21, p 10841 (2022)
As one of the most catastrophic natural disasters worldwide, earthquakes and their effect on structures are very important to structural health monitoring (SHM), particularly for the ones living around the Pacific ring of fire. In this regard, SHM te
Externí odkaz:
https://doaj.org/article/5297adbea29144dc9b45a896c30217f5
Autor:
Jui‐Liang Lin, Gee‐Jin Yu, Ming‐Chieh Chuang, Guan‐Hong Lin, Yuan‐Tao Weng, Shyh‐Jiann Hwang, Keh‐Chyuan Tsai
Publikováno v:
Earthquake Engineering & Structural Dynamics. 51:3154-3170
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c0ed178c4d4db55c06da0c2468730a49
https://doi.org/10.1002/eqe.3718
https://doi.org/10.1002/eqe.3718
Autor:
Wen-Cheng Shen, Shu-Hsien Chao, Pu-Wen Weng, Jui-Liang Lin, Fu-Pei Hsiao, Yuan-Tao Weng, Yi-An Li, Wen-Hui Chen
Publikováno v:
Earthquake Spectra. 36:1485-1516
A shaking table test of a three-story reinforced concrete (RC) building was conducted. The tested building is vertically irregular because of the first story’s elevated height and the third story’s added RC walls. In addition to far-field ground
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::414bb61e06922841d9e51037587761de
https://doi.org/10.1177/8755293020911134
https://doi.org/10.1177/8755293020911134
Autor:
Wen-Hui Chen, Fu-Pei Hsiao, Lap-Loi Chung, Hwang Shyh-Jiann, Jui-Liang Lin, Yuan-Tao Weng, Shu-Hsien Chao, Pu-Wen Weng, Wen-Cheng Shen
Publikováno v:
Engineering Structures. 247:113087
A 7-story reinforced concrete building with a soft bottom story and plan-asymmetry in one horizontal direction was collapsed on a shake table by generation of bi-directional near-fault ground motions. The numerical model of the 7-story building is in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::10560e009be3c852aaed3785944c47b2
https://doi.org/10.1016/j.engstruct.2021.113087
https://doi.org/10.1016/j.engstruct.2021.113087
Publikováno v:
Engineering Structures. 32:3418-3430
A full-scale four-story welded steel moment-frame building was shaken to collapse on the E-Defense shaking table in Japan in September 2007. This building was used as a case study to investigate modeling techniques for nonlinear structural and collap
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e06d7fa5865234f00cd130f05952fbac
https://doi.org/10.1016/j.engstruct.2010.07.015
https://doi.org/10.1016/j.engstruct.2010.07.015
Publikováno v:
Earthquake Spectra. 26:841-867
As nonlinear response history analysis (NLRHA) becomes a frequently used procedure for the seismic demand evaluation of multistory buildings, it becomes increasingly important to develop a ground motion scaling method which properly includes the domi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::773831cd942b83bd53ad38ebe5b28d39
https://doi.org/10.1193/1.3460374
https://doi.org/10.1193/1.3460374
Autor:
Ya-Ran Chan, Chung-Che Chou, Yung-Yu Wang, Keh-Chyuan Tsai, Yuan-Tao Weng, Sheng-Jhih Jhuang, Pei-Ching Chen
Publikováno v:
Earthquake Engineering & Structural Dynamics. 38:759-781
The original structural design of this case study consisted of five basement floors and a 34-story hotel tower in Kaohsiung, Taiwan. The construction started in 1993, and the erection of the entire steel frame and the pouring of concrete slabs up to
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ba370cd1164af86e4c7d78934e5b4754
https://doi.org/10.1002/eqe.865
https://doi.org/10.1002/eqe.865
Autor:
Chui-Hsin Chen, Po-Chien Hsiao, Ker Chun Lin, Kung Juin Wang, Sheng Lin Lin, Yuan Tao Weng, Jiun-Wei Lai, Keh-Chyuan Tsai, Min Lang Lin
Publikováno v:
Earthquake Engineering & Structural Dynamics. 37:1081-1098
A series of pseudo-dynamic tests (PDTs) of a full-scale 3-story 3-bay buckling-restrained braced frame (BRBF) using concrete-filled tube columns was tested in the Taiwan National Center for Research on Earthquake Engineering using networked PDT techn
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fa2479e2736de9c871db932c0ddcc551
https://doi.org/10.1002/eqe.804
https://doi.org/10.1002/eqe.804
Publikováno v:
Journal of the Chinese Institute of Engineers. 25:371-388
The 921 Chi‐Chi earthquake caused a very significant number of building collapses and damage of various degrees. Many collapsed buildings had pedestrian corridors and open fronts on the ground floors. Using a modified modal participation factor and
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c7058c4e5101f86ca711c1e0be46e844
https://doi.org/10.1080/02533839.2002.9670713
https://doi.org/10.1080/02533839.2002.9670713