Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Shao Bin Dai"'
Publikováno v:
Kemija u Industriji, Vol 65, Iss 5-6, Pp 283-288 (2016)
Thermal insulation gypsum plaster was prepared from flue gas desulphurization (FGD) gypsum. K12 is more recommendable as foaming agent, when the mass fraction of K12 is around 0.1 %, the setting time and compressive strength meet the requirements of
Externí odkaz:
https://doaj.org/article/d616672c09ea4682a973b178aec42084
Publikováno v:
Applied Mechanics and Materials. :151-155
Nonlinear dynamic behaviors of the fractional calculus model viscoelastic arch are discussed in this paper. The motion equations governing dynamic behaviors of the viscoelastic arch is derived and simplified by Galerkin method. The numerical method f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::73204326f080d1606284bfc421a8e02b
https://doi.org/10.4028/www.scientific.net/amm.668-669.151
https://doi.org/10.4028/www.scientific.net/amm.668-669.151
Publikováno v:
Applied Mechanics and Materials. :1609-1614
3 medium thick-walled cold-formed steel top-and-seat angle joints were designed. The ABAQUS nonlinear finite element analysis on earthquake resistance behaviors of the joints were conducted under low cyclic loading. The results indicate that the fail
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::08f45609c82e179580f205c99caaa3b5
https://doi.org/10.4028/www.scientific.net/amm.501-504.1609
https://doi.org/10.4028/www.scientific.net/amm.501-504.1609
Publikováno v:
Applied Mechanics and Materials. :1633-1638
By using finite element software ABAQUS, the nonlinear finite element analysis of earthquake resistance behavior of T-shaped concrete-filled rectangular composite steel tubular columns is carried out, furthermore, the analysis results and the corresp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::86a731b3fc695d8f1c0dc2a087a7c751
https://doi.org/10.4028/www.scientific.net/amm.501-504.1633
https://doi.org/10.4028/www.scientific.net/amm.501-504.1633
Publikováno v:
Applied Mechanics and Materials. :775-780
Build up a group of light-weight portal frame models with different slopes by SAP2000 software. Conduct dynamic time-history analysis on light-weight portal frame models with different slopes under the EI Centro wave. The results show that: The maxim
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8ea00774f400b90df8a2087149e43f67
https://doi.org/10.4028/www.scientific.net/amm.405-408.775
https://doi.org/10.4028/www.scientific.net/amm.405-408.775
Publikováno v:
Advanced Materials Research. :417-423
3 extended-end-plate joints of T-shaped concrete-filled rectangular composite tubular column with H-shaped beam were designed. The experimental research and ANSYS nonlinear finite element analysis on the earthquake resistance behaviors of the joints
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4a62741811f47c9873a2d5a13539a60f
https://doi.org/10.4028/www.scientific.net/amr.671-674.417
https://doi.org/10.4028/www.scientific.net/amr.671-674.417
Publikováno v:
Advanced Materials Research. :523-528
By the analysis of seven factors’ influence on the ultimate bearing capacity, the ductility coefficient and the energy consuming ability of the T-shaped concrete-filled steel tubular column and comparison to the significance degree of influence thr
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::305d7d90915747a263a7c3675173771a
https://doi.org/10.4028/www.scientific.net/amr.671-674.523
https://doi.org/10.4028/www.scientific.net/amr.671-674.523
Publikováno v:
Applied Mechanics and Materials. :2455-2460
This paper presents an experimental study and analysis on three double web plate top and bottom angle steel connections of T-shaped concrete-filled steel column and steel beam under low-cycle repeating horizontal load. The damage form and seismic per
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::275db178f3251501592d0d97aa071185
https://doi.org/10.4028/www.scientific.net/amm.204-208.2455
https://doi.org/10.4028/www.scientific.net/amm.204-208.2455
Publikováno v:
Advanced Materials Research. :175-179
Through orthogonal test, the main influencing factors to the ultimate bearing capacity, ductility and energy consuming ability of L-shaped concrete-filled rectangular composite steel tubular columns are studied. Research results show as follows: the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::94c6f8807547654857e08ccf3939bddb
https://doi.org/10.4028/www.scientific.net/amr.446-449.175
https://doi.org/10.4028/www.scientific.net/amr.446-449.175
Publikováno v:
Advanced Materials Research. :441-447
By using finite element software ABAQUS, the nonlinear finite element analysis of earthquake resistance behavior of L-shaped concrete-filled rectangular composite steel tubular columns is carried out, furthermore, the analysis results and the corresp
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7abf3843edd3ca765bb28494169d87d2
https://doi.org/10.4028/www.scientific.net/amr.368-373.441
https://doi.org/10.4028/www.scientific.net/amr.368-373.441