Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Mei Chun Zhu"'
Autor:
Ahmed Mohamed, Yu Deng, Hexin Zhang, Simon H. F. Wong, Kal Uheida, Y. X. Zhang, Mei-Chun Zhu, Martin Lehmann, Yanfang Quan
Publikováno v:
European Journal of Wood and Wood Products. 79:1209-1223
The shear modulus of timber and timber-based composite materials is a fundamental mechanical property, which is used in the design of timber and engineered wood products. The problem of experimentally determining appropriate values of shear modulus f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3ec4b4328bcc9ed848867566bed91a37
https://doi.org/10.1007/s00107-021-01729-8
https://doi.org/10.1007/s00107-021-01729-8
Autor:
Kal Uheida, Yu Deng, Ahmed Mohamed, Y. X. Zhang, Simon H.F. Wong, Hexin Zhang, Yanfang Quan, Mei-Chun Zhu, Martin Lehmann
The shear modulus of timber and timber-based composite materials is a fundamental mechanical property which is used in the design of timber and engineered wood products. The problem of experimentally determining appropriate values of shear modulus fo
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::df2dbf6535b63b75e3c5a47529960ad5
https://doi.org/10.21203/rs.3.rs-622610/v1
https://doi.org/10.21203/rs.3.rs-622610/v1
Publikováno v:
International Journal of Steel Structures. 19:850-866
Steel-reinforced concrete-filled square steel tubular (SRCFST) column has been acknowledged as a progressive form from the steel–concrete composite system, having a higher load-bearing capacity. Aiming at lying the foundations for SRCFST full-scale
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dcc858bfebf9e0f76e99633f752f0bf3
https://doi.org/10.1007/s13296-018-0174-z
https://doi.org/10.1007/s13296-018-0174-z
Publikováno v:
Journal of Constructional Steel Research. 130:88-95
This paper reports test results showing how the heating-cooling process like the one occurring during fire action can affect the tensile strength and the deformation after rupture of the welded connections normally used in steel structures. Tests wer
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6334ddb95a2008b472d7b5f18e319ca8
https://doi.org/10.1016/j.jcsr.2016.12.004
https://doi.org/10.1016/j.jcsr.2016.12.004
Autor:
Mei-Chun Zhu, Guo-Qiang Li
Publikováno v:
Procedia Engineering. 210:551-556
Beam-to-column welded connections are widely used in steel structures, and the post-fire behavior of connections is of great importance to the resistance of steel structures after fire. Five beam-to-column welded connections made up of Q345B steel we
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::704cbdc7a9b5bb1f5b0108a2f166ca62
https://doi.org/10.1016/j.proeng.2017.11.113
https://doi.org/10.1016/j.proeng.2017.11.113
Publikováno v:
E3S Web of Conferences, Vol 237, p 01017 (2021)
Geopolymer composites have been widely researched during recent years as an alternative to sustainable construction materials, which can minimize CO2 emission for its application of industry by-products. Past researches on geopolymer show that it has
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5bfab957aba78c0a6b1bfee2d17b4d98
https://doi.org/10.1051/e3sconf/202123701017
https://doi.org/10.1051/e3sconf/202123701017
Publikováno v:
Journal of Constructional Steel Research. 166:105909
Fire design guidance for composite columns is based on the performance of these columns when heated uniformly along their lengths. However, it is important to understand the behaviour of these columns when heated non-uniformly as this constitutes a m
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b44b38e43352e54fb36d56e646d59290
https://doi.org/10.1016/j.jcsr.2019.105909
https://doi.org/10.1016/j.jcsr.2019.105909
Publikováno v:
Journal of Constructional Steel Research. 104:1-8
Slip factor and bolt pre-tension force for slip-resistant bolted connections after fire were investigated experimentally. 74 connections made up of four plates and four class 10.9 bolts were first heated to specified temperature levels, and then cool
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a78694d41cb27a4ea83430106ccfed94
https://doi.org/10.1016/j.jcsr.2014.09.018
https://doi.org/10.1016/j.jcsr.2014.09.018
Publikováno v:
Applied Mechanics and Materials. :550-554
On the basis of concept design that involves both structural and architectural performance, this paper puts forward a new reinforced concrete high-rise building structure with a new special-shaped shear walls, presents an experimental study of the se
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::510677c41fd6ba6184302d9233f69ed1
https://doi.org/10.4028/www.scientific.net/amm.578-579.550
https://doi.org/10.4028/www.scientific.net/amm.578-579.550
Publikováno v:
Applied Mechanics and Materials. :131-137
A new tall building structure is presented -- skip-floor staggered shear wall structure. According to the result of nonlinear analysis and experiment study, this new structural system has good economic benefits and better structural behavior. In orde
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::61e246cc978037d62293299c057a3055
https://doi.org/10.4028/www.scientific.net/amm.351-352.131
https://doi.org/10.4028/www.scientific.net/amm.351-352.131