Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Jiun-Wei Lai"'
Publikováno v:
Engineering Structures. 141:624-633
The Tall Buildings Initiative (TBI) program of Pacific Earthquake Engineering Research Center has been expanded to consider the seismic performance of existing tall buildings. This paper selects a 35-story steel moment resisting frame (SMRF), designe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::98f491cd16d136fc5520c6919434346e
https://doi.org/10.1016/j.engstruct.2017.03.047
https://doi.org/10.1016/j.engstruct.2017.03.047
Autor:
Stephen A. Mahin, Jiun-Wei Lai
Publikováno v:
International Journal of Steel Structures. 14:43-58
This paper presents the results of experimental and analytical studies carried out on two full-scale, one-bay, two-story steel concentrically braced frames. Square hollow and round hollow structural sections were used for the bracing components. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::64e3824049bb09ac1dc9e0018ff10b6a
https://doi.org/10.1007/s13296-014-1006-4
https://doi.org/10.1007/s13296-014-1006-4
Autor:
James M. Kelly, Jiun-Wei Lai
Publikováno v:
Seismic Isolation and Protective Systems. 2:21-33
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::221ab655aaaa6ec011adbc9779a96073
https://doi.org/10.2140/siaps.2011.2.21
https://doi.org/10.2140/siaps.2011.2.21
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:
Improving the Seismic Performance of Existing Buildings and Other Structures 2015.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9977340b79096b6f14362fc92e597dc7
https://doi.org/10.1061/9780784479728.011
https://doi.org/10.1061/9780784479728.011
Autor:
Jiun-Wei Lai, Stephen A. Mahin
Publikováno v:
Journal of Structural Engineering. 141
This paper examines a newly developed seismic force-resisting system: the strongback system (SBS). To achieve improved seismic performance, this system combines aspects of a traditional concentric braced frame with a mast to form a hybrid system. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a3f8e9122064803ca161e93c8250c4dd
https://doi.org/10.1061/(asce)st.1943-541x.0001198
https://doi.org/10.1061/(asce)st.1943-541x.0001198
Publikováno v:
Structures Congress 2010.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f9968a76560fe1fa84a856f2a89b96cc
https://doi.org/10.1061/41130(369)212
https://doi.org/10.1061/41130(369)212
Publikováno v:
Structures 2004.
A full scale 3-story 3-bay concrete filled steel tube (CFT) column and buckling restrained braced (BRB) composite frame was tested using pseudo dynamic testing procedures and four earthquake accelerations. The key features of the structural system in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ff5c6913e81a6ca33501ab802fb3f7ed
https://doi.org/10.1061/40700(2004)131
https://doi.org/10.1061/40700(2004)131