Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Daniel T. W. Looi"'
Publikováno v:
CivilEng, Vol 2, Iss 3, Pp 712-735 (2021)
Code response spectrum models, which are used widely in the earthquake-resistant design of buildings, are simple to apply but they do not necessarily represent the real behavior of an earthquake. A code response spectrum model typically incorporates
Externí odkaz:
https://doaj.org/article/dd8e719442c54040a4a0f7e04893d2f7
Publikováno v:
CivilEng, Vol 2, Iss 39, Pp 712-735 (2021)
CivilEng
Volume 2
Issue 3
Pages 39-735
CivilEng
Volume 2
Issue 3
Pages 39-735
Code response spectrum models, which are used widely in the earthquake-resistant design of buildings, are simple to apply but they do not necessarily represent the real behavior of an earthquake. A code response spectrum model typically incorporates
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::4507f0047d63f7fe6c56282bc8a645e0
https://www.mdpi.com/2673-4109/2/3/39
https://www.mdpi.com/2673-4109/2/3/39
Publikováno v:
Structures. 32:760-777
In a non-emulative precast shear wall structures, joints are the key to influence the overall mechanical performance under seismic actions. While wet joints are widely used in the precast reinforced concrete shear wall structure, they present problem
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::35c87168a3d2b689a228e75127b647ec
https://doi.org/10.1016/j.istruc.2021.03.043
https://doi.org/10.1016/j.istruc.2021.03.043
Publikováno v:
The Structural Design of Tall and Special Buildings. 31
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5220d3ed24af5f3386beb1c2e15ba46e
https://doi.org/10.1002/tal.1946
https://doi.org/10.1002/tal.1946
Autor:
Yancheng Cai, Sidi Shan, Ben Young, Wei Pan, Man-Tai Chen, Peng Ma, Ray Kai Leung Su, Daniel T. W. Looi
Publikováno v:
Proceedings of the Institution of Civil Engineers - Civil Engineering. 172:51-57
Modular construction has been adopted as a new form of construction to enhance quality and productivity. However, most of the success stories of adopting modular systems are limited to low-rise buildings. This paper explores the feasibility of engine
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::485d1b0d68177f25db6590100a133ef3
https://doi.org/10.1680/jcien.18.00052
https://doi.org/10.1680/jcien.18.00052
Publikováno v:
Buildings; Volume 11; Issue 1; Pages: 13
Buildings, Vol 11, Iss 13, p 13 (2021)
Buildings, Vol 11, Iss 13, p 13 (2021)
Buildings possessing an asymmetrical arrangement of structural elements are torsionally unbalanced and can be vulnerable in a seismic event. Building codes of practices typically recommend the use of three-dimensional dynamic analysis to determine th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::bf20958461310281259b07794c447234
Publikováno v:
The Structural Design of Tall and Special Buildings. 29
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::93999d595366284d52839d1ea923853c
https://doi.org/10.1002/tal.1752
https://doi.org/10.1002/tal.1752
Publikováno v:
HKIE Transactions. 27
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dbae07d11469642e29024e2bdc7a7b43
https://doi.org/10.33430/v27n2thie-2019-0033
https://doi.org/10.33430/v27n2thie-2019-0033
Autor:
Daniel T. W. Looi, Ray Leung Su
Publikováno v:
Journal of Earthquake Engineering. 24:1602-1623
A special class of reinforced concrete (RC) shear wall is identified with short shear span, attributed to the high coupling degree in the elastic design of tall buildings located in low-to-moderate...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a8c31a800808e07d3dc96ef697138d4e
https://doi.org/10.1080/13632469.2018.1475314
https://doi.org/10.1080/13632469.2018.1475314
Publikováno v:
Engineering Structures. 151:312-326
Reinforced concrete (RC) shear walls in tall buildings are found to have a short shear span, particularly in high-degree coupled walls supported on transfer structures in low-to-moderate seismic regions. These non-seismically detailed walls in existi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6cef6299a8c44c0f1541ee2bd50a2f45
https://doi.org/10.1016/j.engstruct.2017.08.030
https://doi.org/10.1016/j.engstruct.2017.08.030