Zobrazeno 1 - 10
of 35
pro vyhledávání: '"Eddie Siu-shu Lam"'
Publikováno v:
Journal of Building Engineering. 68:106235
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::255e1193383e4497dc36ee843e34e8be
https://doi.org/10.1016/j.jobe.2023.106235
https://doi.org/10.1016/j.jobe.2023.106235
Autor:
Zhihang Xue, Eddie Siu-Shu Lam
Publikováno v:
Journal of Structural Engineering. 148
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a69244fc6323dc267af67eaf88f94fb3
https://doi.org/10.1061/(asce)st.1943-541x.0003398
https://doi.org/10.1061/(asce)st.1943-541x.0003398
Publikováno v:
Engineering Structures. 191:575-582
Beam-column joints (“BCJ”) are critical members in low-rise to mid-rise buildings. Failure of BCJ may lead to collapse of building. To strengthen non-seismically designed BCJ, a comprehensive study has been commissioned to develop a strengthening
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::10c05746df5e36080cd2e458cb61aebb
https://doi.org/10.1016/j.engstruct.2019.03.099
https://doi.org/10.1016/j.engstruct.2019.03.099
Publikováno v:
Structural Concrete. 22
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::63e3cc50efcf833678dbb365d18eed73
https://doi.org/10.1002/suco.201900494
https://doi.org/10.1002/suco.201900494
Autor:
Bo Li, Eddie Siu-Shu Lam
Publikováno v:
Construction and Building Materials. 176:462-469
Interfacial bond behaviour between concrete substrate and strengthening materials is crucial for achieving the aims of structural strengthening or repair. This paper presents an experimental investigation on shear bond behaviour between concrete subs
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ecf6f2c434a12e8eb83a9cb9e0381421
https://doi.org/10.1016/j.conbuildmat.2018.05.084
https://doi.org/10.1016/j.conbuildmat.2018.05.084
Publikováno v:
Engineering Structures. 248:113239
This study aims to understand the load transfer mechanism of exterior beam-column joints (BCJs) with unsymmetrical chamfers for strengthening. It comprises both experimental and numerical studies. Four 2/3-scale specimens were prepared including one
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f1c0a8a09cbd4cbaca4fdfe081c799c5
https://doi.org/10.1016/j.engstruct.2021.113239
https://doi.org/10.1016/j.engstruct.2021.113239
Autor:
Eddie Siu-shu Lam, Zhihang Xue
Publikováno v:
World Congress on Civil, Structural, and Environmental Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a7e7d466163aaf7ef47fa006e81f88e1
https://doi.org/10.11159/icsect19.131
https://doi.org/10.11159/icsect19.131
Publikováno v:
Engineering Structures. 220:110907
As critical members in moment resisting frames, beam-column-joint (BCJ) is subjected to high shear force during earthquake. In this study, a strengthening method has been proposed by installing unsymmetrical chamfers at the soffit of beam to strength
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1a164fae354e7f8823b69c9fcfe5d6ab
https://doi.org/10.1016/j.engstruct.2020.110907
https://doi.org/10.1016/j.engstruct.2020.110907
Effect of alkali contents, moduli and curing time on engineering properties of alkali activated slag
Publikováno v:
Construction and Building Materials. 249:118799
Cement industry has become one of important sources of greenhouse gas emission. Compared with the cement, alkali activated slag (AAS) possesses comparable mechanical properties and lower carbon emission during its production. It can thus be employed
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0b48a118c3b03f41cd30b53e51570dca
https://doi.org/10.1016/j.conbuildmat.2020.118799
https://doi.org/10.1016/j.conbuildmat.2020.118799
Publikováno v:
HKIE Transactions. 22:223-234
Nine asymmetrically spanned reinforced concrete deep beams were designed and tested to unreinforced web crushing failure in this experimental study to establish the appropriate shear stress limit for beam design. The lower bound and mean shear design
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d6c241c89a3a890874797a748f3fbfba
https://doi.org/10.1080/1023697x.2015.1102654
https://doi.org/10.1080/1023697x.2015.1102654