Zobrazeno 1 - 10
of 165
pro vyhledávání: '"Jihong Ye"'
Publikováno v:
Case Studies in Thermal Engineering, Vol 60, Iss , Pp 104768- (2024)
The high temperatures and non-uniform temperature fields caused by fires can lead to the rapid failure of linings, severely affecting tunnel safety. To obtain the temperature distribution of the lining under different fire conditions, simulation rese
Externí odkaz:
https://doaj.org/article/9a2499290c424ce08c36ecb198acbb0a
Characterization of the gas explosion under continuous disturbance by coal gangue in a coal mine gob
Publikováno v:
Case Studies in Thermal Engineering, Vol 60, Iss , Pp 104679- (2024)
Gas explosions in coal mine gobs caused by the spontaneous combustion of coal usually result in serious threat to energy security. The main feature is that the explosion flame is initially disturbed by the coal gangue. To recognize the characteristic
Externí odkaz:
https://doaj.org/article/1ff8fafbf1a6465a98fae9fdf6862719
Publikováno v:
Buildings, Vol 13, Iss 6, p 1567 (2023)
In order to verify the accuracy and applicability of the discrete element method (DEM) in dealing with geometrically large deformations of continuous plate structures, both a single-parameter analysis and an orthogonal design method were adopted to a
Externí odkaz:
https://doaj.org/article/0857ec2464594229b713c79094595a0a
Publikováno v:
Energies, Vol 15, Iss 18, p 6752 (2022)
The integrity of oil pipelines has received considerable attention. Pipeline leakage accidents cause environmental pollution and casualties. Analysis of accident data in recent years shows that the harbor oil pipeline is prone to natural disasters su
Externí odkaz:
https://doaj.org/article/05146c39a4cd49159b7dc54e09978302
Publikováno v:
Applied Sciences, Vol 11, Iss 13, p 5920 (2021)
The long-span multi-tower suspension bridge is widely used in the construction of river and sea crossing bridges. The load-bearing safety and anti-sliding safety of its main cable are directly related to the structural safety of a suspension bridge.
Externí odkaz:
https://doaj.org/article/5ac389d791be4d0c84c50d7845977c67
Publikováno v:
Shock and Vibration, Vol 2018 (2018)
The wind-resistant performance of existing long-span cable-stayed bridge structures will inevitably deteriorate due to concrete carbonation, reinforcement corrosion, accumulated fatigue damage, etc., which can threaten the entire bridge safety. Howev
Externí odkaz:
https://doaj.org/article/eb2c5bcece404a0d8418d3118958d910
Autor:
Liqiang Jiang, Jihong Ye
Publikováno v:
Advances in Civil Engineering, Vol 2018 (2018)
Seismic fragility of steel-sheathed cold-formed steel-framed (CFSF) structures is scarcely investigated; thus, the information for estimation of seismic losses of the steel-sheathed CFSF buildings is insufficient. This study aims to investigate the s
Externí odkaz:
https://doaj.org/article/54e28fc719f6498fb4e6b02fad86b4e9
Autor:
Jihong Ye, Lingling Xu
Publikováno v:
Applied Sciences, Vol 7, Iss 7, p 714 (2017)
In this paper, a simple and effective numerical approach is presented on the basis of the Member Discrete Element Method (MDEM) to investigate static and dynamic responses of steel frames with semi-rigid joints. In the MDEM, structures are discretize
Externí odkaz:
https://doaj.org/article/583be1fc68cb4826aba1bd959e33e6fa
Publikováno v:
Applied Sciences, Vol 7, Iss 2, p 182 (2017)
A series of structural vulnerability analyses are conducted on a reinforced cold-formed steel (RCFS) shear wall system and a traditional cold-formed steel (CFS) shear wall system subjected to earthquake hazard based on forms in order to investigate t
Externí odkaz:
https://doaj.org/article/ce35463cad4f4992926e6eb2f33bce78
Autor:
Jihong Ye, Xingxing Wang
Publikováno v:
Applied Sciences, Vol 7, Iss 1, p 94 (2017)
Cold-formed steel (CFS) shear walls with concrete-filled rectangular steel tube (CFRST) columns as end studs can upgrade the performance of mid-rise CFS structures, such as the vertical bearing capacity, anti-overturning ability, shear strength, and
Externí odkaz:
https://doaj.org/article/551d8e846a9e49ab9e48aaf05a3d9a49