Zobrazeno 1 - 10
of 113
pro vyhledávání: '"Jun Shang Kuang"'
Autor:
Srinivas Mogili, Jun Shang Kuang
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 174:965-978
Reinforced concrete beam–column knee joints are generally located at the roof level of moment-resisting frame structures. Knee joints undergo significantly different closing and opening actions under seismic excitations. The complex and vulnerable
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::fc437de2df31b25bd03d151a84f996f6
https://doi.org/10.1680/jstbu.18.00170
https://doi.org/10.1680/jstbu.18.00170
Autor:
Michele De Filippo, Jun Shang Kuang
Publikováno v:
Proceedings of the Institution of Civil Engineers - Structures and Buildings. 174:903-919
Slabs and plate-shaped concrete structures are extensively used for the construction of floors and bridges. Nowadays, engineers make use of plenty of methods and techniques for assessing the capacity of slabs, but many such methods are either over-co
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b88780ab249f6f75850406846f721c7c
https://doi.org/10.1680/jstbu.18.00130
https://doi.org/10.1680/jstbu.18.00130
Autor:
Jun Shang Kuang, Michele De Filippo
Publikováno v:
Journal of Optimization Theory and Applications. 190:540-564
Nowadays, large part of the technical knowledge associated with collapses of slabs is based on past failures of bridges, floors, flat roofs and balconies. Collapse mechanisms tend to often differ from each other due to unique features which make it d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::baa1c04c19f428b4f819f9a101d9c134
https://doi.org/10.1007/s10957-021-01894-z
https://doi.org/10.1007/s10957-021-01894-z
Autor:
Yu Deng, Yu Zheng, Ahmed Mohamed, Terry Y.P. Yuen, Mengxiao Li, Jiaxiang Gao, Simon H.F. Wong, Hexin Zhang, Jun Shang Kuang, Biqin Dong
Publikováno v:
Structural and Multidisciplinary Optimization. 64:1141-1160
The paper presents a new multi-material topology optimization method with a novel adjoint sensitivity analysis that can accommodate not only multiple plasticity but also multiple hardening models for individual materials in composite structures. Base
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::fd4ea9d6e4e6ccd5e76d463b0b8134ef
https://doi.org/10.1007/s00158-021-02905-3
https://doi.org/10.1007/s00158-021-02905-3
Autor:
Yu Deng, Suchart Limkatanyu, Simon H.F. Wong, Hexin Zhang, Niaz Gharavi, Jun Shang Kuang, Yao Qiao, Ali Bahadori-Jahromi
This paper presents the experimental and analytical studies to investigate the effect of concentrated butt-joints on the flexural properties of laminated bamboo-timber flitch beam (BTFB, or bio-flitch beam). The experimental results reveal that the c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::57154867eca63d875a6edef7f4749d38
Autor:
Simon H.F. Wong, Hexin Zhang, Niaz Gharavi, Yu Deng, Jun Shang Kuang, Yao Qiao, Ali Bahadori-Jahromi, Suchart Limkatanyu
This paper presents the experimental and analytical studies to investigate the impact of concentrated laminated bamboo butt-joints on the flexural properties of vertically laminated bamboo-timber hybrid beams (VLHBs, or flitch beam). The experimental
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e003612f887aedf3f48ddcb9dc184072
https://doi.org/10.21203/rs.3.rs-752107/v1
https://doi.org/10.21203/rs.3.rs-752107/v1
Publikováno v:
Earthquake Engineering & Structural Dynamics. 49:95-110
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::258627c29215674a682c7fdca6642dae
https://doi.org/10.1002/eqe.3232
https://doi.org/10.1002/eqe.3232
Publikováno v:
Bulletin of Earthquake Engineering. 17:2671-2686
The seismic behaviour of reinforced concrete beam–column knee joints is more complex than the conventional interior and exterior joints due to significantly different closing and opening force actions in knee joints. The strong-column weak-beam des
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9d23bd92e993cf5f3ce1aa03573cfefb
https://doi.org/10.1007/s10518-019-00562-y
https://doi.org/10.1007/s10518-019-00562-y
Autor:
Srinivas Mogili, Jun Shang Kuang
Publikováno v:
Engineering Structures. 178:116-127
Reinforced concrete beam-column knee joints are different from the conventional interior and exterior beam-column joints in terms of forces acting on the joint and shear resisting mechanisms develop in the joint. The distinct closing and opening beha
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d15769b7fc6e01d4b9db254475aea8c0
https://doi.org/10.1016/j.engstruct.2018.10.025
https://doi.org/10.1016/j.engstruct.2018.10.025
Publikováno v:
Journal of Structural Engineering. 146
The shear capacity of reinforced concrete knee joints in closing and opening actions are determined in this paper using the framework of the softened strut-and-tie model. The proposed model...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5fe9c6edeec0a4932b9a74a903a577cc
https://doi.org/10.1061/(asce)st.1943-541x.0002633
https://doi.org/10.1061/(asce)st.1943-541x.0002633