Zobrazeno 1 - 10
of 35
pro vyhledávání: '"Ji-ping Hao"'
Publikováno v:
KSCE Journal of Civil Engineering. 26:2789-2798
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e9b45906766d9bc6b07b9ce8633b94f6
https://doi.org/10.1007/s12205-022-0834-6
https://doi.org/10.1007/s12205-022-0834-6
Publikováno v:
Journal of Constructional Steel Research. 192:107246
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::acfa4559148ef08e3ab94e770e0d7a04
https://doi.org/10.1016/j.jcsr.2022.107246
https://doi.org/10.1016/j.jcsr.2022.107246
Publikováno v:
BioResources. 14:500-517
To study the flexural behavior of a composite beam, original single and double bamboo beams (SBBs and DBBs, respectively) and sprayed lightweight composite mortar-original bamboo composite beams (SCBs and DCBs) were designed and subjected to a four-p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0beb6f8f1001b798a6898b61f13557bb
https://doi.org/10.15376/biores.14.1.500-517
https://doi.org/10.15376/biores.14.1.500-517
Publikováno v:
Steel and Composite Structures. 23:435-444
In the past, the progressive collapse resulting from local failures during accidents has caused many tragedies and loss of life. Although long-span spatial grid structures are characterised by a high degree of static indeterminacy, the sudden failure
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::f7185a18c2f37031c11e35b1765e9bf8
https://doi.org/10.12989/scs.2017.23.4.435
https://doi.org/10.12989/scs.2017.23.4.435
Publikováno v:
Journal of Constructional Steel Research. 113:13-27
Connections are vital in affecting the safety of steel structures and connection failure is one of the main causes of structural collapse. Bolt connections are a dominant means of connecting structural members. In the design of bolt connections in st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::390dd9699592a2e8cf6c0a5240363fcc
https://doi.org/10.1016/j.jcsr.2015.05.008
https://doi.org/10.1016/j.jcsr.2015.05.008
Autor:
Ji-Ping Hao, Li-Min Tian
Publikováno v:
Steel and Composite Structures. 18:1197-1214
There is a great difference in mechanical behavior between design model one-time loading and step-by-step construction process. This paper presents practical computational methods for simulating the structural behavior of long-span rigid steel struct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b67abb0ed8e70de668999eeeacd0027e
https://doi.org/10.12989/scs.2015.18.5.1197
https://doi.org/10.12989/scs.2015.18.5.1197
Publikováno v:
Advanced Materials Research. :686-690
There are three levels in stability calculating for sway frame. The first level is the traditional effective length method. The second level is the effective length method considering interaction of columns in one story and the third level is the eff
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0c77021916b7ce381870508847a5c192
https://doi.org/10.4028/www.scientific.net/amr.594-597.686
https://doi.org/10.4028/www.scientific.net/amr.594-597.686
Publikováno v:
Advanced Materials Research. :987-992
Experiment on bearing capacity of 24 Q460 high strength angle steel for compression members attached by one leg shows: the ultimate bearing capacity of the experiment value are higher than the calculated of the “Design of Latticed Steel Transmissio
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1c94fc44ec3cfe09c316b3dfa3b77986
https://doi.org/10.4028/www.scientific.net/amr.594-597.987
https://doi.org/10.4028/www.scientific.net/amr.594-597.987
Autor:
Ji Ping Hao, Jiang Zheng
Publikováno v:
Advanced Materials Research. :657-661
The steel roof of main palaestra of the World University Games is a long span space structure of single-layer fold face reticulated shells. The space positioning installation of members of this structure is very difficult, and the control accuracy is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a6e4d6bb0304ad28379fcea41afd52d7
https://doi.org/10.4028/www.scientific.net/amr.594-597.657
https://doi.org/10.4028/www.scientific.net/amr.594-597.657
Research on the Seismic Behaviors of Link Beam for Eccentrically Braced Low Yield Point Steel Frames
Publikováno v:
Applied Mechanics and Materials. :185-188
It was performed nonlinear finite element analysis for K-shape eccentrically braced steel frames on link beam. Analysis indicates that the strength, rigidity, ductility and energy-dissipation performance of K shape eccentrically braced steel frames d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::0cafd2b7587089c0086e68c91c1329a7
https://doi.org/10.4028/www.scientific.net/amm.201-202.185
https://doi.org/10.4028/www.scientific.net/amm.201-202.185