Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Junsheng SU"'
Publikováno v:
Meikuang Anquan, Vol 54, Iss 11, Pp 9-17 (2023)
The change in nanopore structure of coal with the presence of water due to supercritical CO2 (SCCO2) exposure could significantly affects CO2 storage in target coal seams. Thus, the interaction of SCCO2-H2O mixture fluid with long flame coal, gas coa
Externí odkaz:
https://doaj.org/article/e4c6d6c4667541c7b56fc2f9caeeaff0
Publikováno v:
Bulletin of Earthquake Engineering. 21:3623-3646
Publikováno v:
Structures. 33:3822-3834
The mechanical properties of rail fasteners play a key role in rail-structure interaction of urban rail viaduct. To reduce vibration and noise, the damping materials such as rubber cushion pads are used as the assemble parts of the rail fasteners in
Publikováno v:
Sustainability; Volume 15; Issue 9; Pages: 7486
Replaceable energy dissipation elements can reduce damage to main structures and improve seismic resistance of bridge structures. However, in existing studies, replaceable energy dissipation elements are mainly arranged in the transverse direction of
Publikováno v:
Engineering Structures. 279:115587
Publikováno v:
Structures. 29:1562-1581
Use of high-strength steel bars (HSSB) in RC bridge piers reduces the amount of reinforcement or enhances bearing capacity of RC piers. However, the use of HSSB could come with reduction in the energy dissipation of RC member, which used to be consid
The collapse resistance of reinforced concrete (RC) columns with high-strength concrete and high strength steel bar (HSC-HSSB) considering the buckling effect of longitudinal bars is investigated. A theoretical procedure is proposed in this paper, wh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::eb58e3dc23361202d4e72425a977b71d
https://doi.org/10.21203/rs.3.rs-1445134/v1
https://doi.org/10.21203/rs.3.rs-1445134/v1
Publikováno v:
Science China Technological Sciences. 63:1177-1187
This paper presents a novel and precise seismic performance evaluation method for large-span offshore cable-stayed (LSOCS) bridge by considering the strain rate effect of RC materials and the spatial variation effect of seafloor seismic motions. Thre
Publikováno v:
Engineering Structures. 272:114974
Publikováno v:
Soil Dynamics and Earthquake Engineering. 147:106791
The premature buckling and subsequently low-cycle fatigue fracture of longitudinal bars is one of the main failure modes of reinforced concrete (RC) columns under earthquake loading. The use of high-strength steel bars (HSSB) in RC columns reduces re