Zobrazeno 1 - 10
of 13
pro vyhledávání: '"Wang-Chuen Lin"'
Publikováno v:
Applied Sciences, Vol 10, Iss 20, p 7200 (2020)
Owing to quite different features and hysteretic behavior of friction pendulum bearings (FPBs) and sloped rolling-type bearings (SRBs), their control performances might not be readily compared without some rules. In this study, first, on the premise
Externí odkaz:
https://doaj.org/article/85c34aba031943e9b33d3a7317cae256
Autor:
Wang-Chuen Lin, 林旺春
99
There have been design specifications for the design of supplemental viscous dampers to building structures in existing seismic design codes. However, there exists no corresponding substantial procedure for distributing viscous damping coeffi
There have been design specifications for the design of supplemental viscous dampers to building structures in existing seismic design codes. However, there exists no corresponding substantial procedure for distributing viscous damping coeffi
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/du4qup
Artificial Neural Network Parametric Identification for Strong Motion Records of Building Structures
Autor:
Wang-Chuen Lin, 林旺春
94
The earthquake disaster occurs frequently nowadays, but science and technology for the prediction of earthquakes is not well developed. The structures dynamic behavior always is one of the most important factors while designing and analyzing
The earthquake disaster occurs frequently nowadays, but science and technology for the prediction of earthquakes is not well developed. The structures dynamic behavior always is one of the most important factors while designing and analyzing
Externí odkaz:
http://ndltd.ncl.edu.tw/handle/86153213927862188009
Publikováno v:
International Journal of Structural Stability and Dynamics. 22
To seismically retrofit existing critical structures like hospitals, it is not only necessary to guarantee that their performance is superior to that of general structures during and after earthquakes, but it is also very important to minimize the im
Publikováno v:
Journal of Earthquake Engineering. 26:4421-4448
The hysteretic behavior of high-damping rubber bearings under different non-proportional plane loading paths is experimentally examined. Compared with unilateral reversal loading test results, non-...
Publikováno v:
Journal of Building Engineering. 53:104538
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811580789
In this study, lead rubber bearings, which have been extensively applied in many seismic isolation designs for buildings, infrastructures, and facilities worldwide, are tested under unilateral reversal loading as well as non-proportional plane loadin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::536226913736e713374f02e3fd2aa92f
https://doi.org/10.1007/978-981-15-8079-6_91
https://doi.org/10.1007/978-981-15-8079-6_91
Publikováno v:
Applied Sciences
Volume 10
Issue 20
Applied Sciences, Vol 10, Iss 7200, p 7200 (2020)
Volume 10
Issue 20
Applied Sciences, Vol 10, Iss 7200, p 7200 (2020)
Owing to quite different features and hysteretic behavior of friction pendulum bearings (FPBs) and sloped rolling-type bearings (SRBs), their control performances might not be readily compared without some rules. In this study, first, on the premise
Publikováno v:
Engineering Structures. 138:434-446
The exact and simplified generalized analytical models for the sloped rolling-type seismic isolator in which two V-shaped surfaces in contact with cylindrical rollers are designed with arbitrary sloping angles are proposed. Numerical predictions are
Autor:
Chung-Han Yu, Shiang-Jung Wang, Wang-Chuen Lin, Cho-Yen Yang, Yu-Chi Sung, Jenn-Shin Hwang, Kuo-Chun Chang
Publikováno v:
World Conference on Seismic Isolation, Energy Dissipation and Active Vibration Control of Structures Proceedings.