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- W2381437379 abstract "This paper studied the distribution and development of axial force,shearing force,and bending moment in the key section of a masonry arch bridge under different horizontal displacements of the left abutment of the bridge by using the sectional internal force integral program.According to the collapse analysis of the masonry arch bridge,the critical stress position was found to lie in the closest arch away from the sliding end of the slipped abutment.Moreover,OpenSEES was used to perform the progressive collapse analysis,in which the large strain TLFD8nBrick element was developed,the 3D solid element was created and the geometrically nonlinear dynamic method was established.Taking the strain as the index of failure,the simulation of the progressive collapse of the masonry arch bridge is performed by modeling the initial damage and using the killing or activating elements technology.The results show that this research can effectively reveal the collapse mechanism of the masonry arch bridge.In addition,the further development of the large strain element in OpenSEES can accurately simulate the progressive collapsing process of the bridge." @default.
- W2381437379 created "2016-06-24" @default.
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- W2381437379 date "2013-01-01" @default.
- W2381437379 modified "2023-09-26" @default.
- W2381437379 title "THE COLLAPSE SIMULATION AND INTERNAL FORCE ANALYSIS OF A MASONRY ARCH BRIDGE BASED ON OPENSEES" @default.
- W2381437379 hasPublicationYear "2013" @default.
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