Application of Kinematic Method and FEM in Analysis of Ultimate Load Bearing Capacity of Damaged Masonry Arch Bridges
Load bearing
Ultimate load
DOI:
10.1016/j.proeng.2013.04.067
Publication Date:
2013-05-10T04:58:53Z
AUTHORS (2)
ABSTRACT
The paper presents the comparison of two methods: analytical Kinematic Method (KM) and Finite Element (FEM), which enable one to take into account typical kinds damage masonry arch barrels examine their effect on ultimate load bearing capacity structure.
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