Zobrazeno 1 - 10
of 16
pro vyhledávání: '"J. Y. K. Lam"'
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:
Repositório Científico de Acesso Aberto de Portugal
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Repositório Científico de Acesso Aberto de Portugal (RCAAP)
instacron:RCAAP
Fibre-reinforced polymer (FRP) is free from corrosion problem and is a viable alternative reinforcement material for concrete structures in lieu of steel reinforcing bars. Since FRP has lower elastic modulus compared to steel, the serviceability aspe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f46c3f3d9da7dd9b2bcc806d7ecc9852
https://hdl.handle.net/1822/71755
https://hdl.handle.net/1822/71755
Autor:
Xiuyi Lin, Ivan M.L. Sham, Kaimin Shih, J. Y. K. Lam, Jing Yu, Hedong Li, Christopher K.Y. Leung
Publikováno v:
Journal of Hazardous Materials. 357:40-52
As an important portion of the total plastic waste bulk but lack of reuse and recycling, the enormous amounts of polyethylene terephthalate (PET) solid wastes have led to serious environmental issues. This study explores the feasibility of recycling
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::a1f35898486be2e7b275e8b74f1f29f7
https://doi.org/10.1016/j.jhazmat.2018.05.046
https://doi.org/10.1016/j.jhazmat.2018.05.046
Autor:
J. Y. K. Lam, Christopher K.Y. Leung, Jie Yao, Jing Yu, Hedong Li, Xiuyi Lin, Ivan M.L. Sham, Kaimin Shih
Publikováno v:
Cement and Concrete Research. 107:110-123
Strain-Hardening Cementitious Composite (SHCC) is a type of advanced construction material that can enhance the resiliency and durability of structures. However, the high cost of the constituents limits the wide application of SHCCs. To reduce the ma
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c6cde21562ebb1827761f5315959df33
https://doi.org/10.1016/j.cemconres.2018.02.013
https://doi.org/10.1016/j.cemconres.2018.02.013
Autor:
Kaimin Shih, Ivan M.L. Sham, Jing Yu, Hedong Li, Xiuyi Lin, Christopher K.Y. Leung, J. Y. K. Lam
Publikováno v:
Construction and Building Materials. 139:438-446
The excellent crack control capability of Engineered Cementitious Composites (ECCs) is exceedingly beneficial for waterproofing applications. To design a suitable ECC matrix for waterproofing applications, waterproofing admixture (WPA) was added to i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0cd9339466927a42d810a75bb06699c1
https://doi.org/10.1016/j.conbuildmat.2017.02.076
https://doi.org/10.1016/j.conbuildmat.2017.02.076
Publikováno v:
Advances in Structural Engineering. 16:1223-1233
Using the dip and strike angles method of representing the geometry of yield line pattern in terms of the dip and strike angles of the deflected slab segments, the yield line analysis of reinforced concrete slabs had been successfully computerized. I
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::600f35554aecef22fabe478b10a2089f
https://doi.org/10.1260/1369-4332.16.7.1223
https://doi.org/10.1260/1369-4332.16.7.1223
Publikováno v:
Engineering Structures and Technologies; Vol 7 No 4 (2015); 168-176
Engineering Structures and Technologies, Vol 7, Iss 4 (2016)
Engineering Structures and Technologies, Vol 7, Iss 4 (2016)
Full range analysis of reinforced concrete (RC) members covering the post-crack and post-peak regimes is important for obtaining the deformation response and failure mode of structural members. When a RC member is subject to an increasing external lo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::819012fd6af6e5e71b8cb2db36f22ba2
http://journals.vgtu.lt/index.php/EST/article/view/2804
http://journals.vgtu.lt/index.php/EST/article/view/2804
Publikováno v:
Procedia Engineering. 14:704-714
Within the tension zone of a cracked reinforced concrete beam, the intact concrete between adjacent cracks is able to sustain certain level of tensile stresses and contribute to the flexural stiffness of the beam. This tension stiffening effect is of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::334c833c72c4c7c722f3479f3ea5333d
Publikováno v:
Engineering Structures. 32:714-725
The use of high-strength concrete (HSC) can reduce the size of columns in tall buildings and save space. However, this will also reduce the flexural ductility of the columns. To restore the flexural ductility after using HSC, additional confinement h
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c44be2904c4c4022181041f309f56b94
https://doi.org/10.1016/j.engstruct.2009.11.017
https://doi.org/10.1016/j.engstruct.2009.11.017
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 163:19-28
Although after cracking, concrete has negligible tension capacity, the intact concrete between cracks within the tension zone of a reinforced concrete beam can still develop significant tensile stresses to contribute to the flexural stiffness of the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::064d14a1d575509d41d3ddb6d7fe0374
https://doi.org/10.1680/stbu.2009.163.1.19
https://doi.org/10.1680/stbu.2009.163.1.19