Adaptive damage analysis method for ultimate bearing capacity of steel truss structures with box section. [PDF]
Han J, Xie W, Zhang W, Yang L.
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Ultimate bearing capacity of embedded strip footings on rock slopes under inclined loading conditions using adaptive finite element limit analysis. [PDF]
Yang G, Xu D, Liu X, Jia Q, Xu H.
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The ultimate bearing capacity of wedge-shaped foundations
Fifth International Conference on Soil Mechanics and Foundation Engineering, July 17-22, 1961, Paris ...
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Research on bending tests and modified calculation of flexural strength for hybrid reinforced pipe piles. [PDF]
Liu X, Men S, Wang W, He H, Fan Z.
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Bending behavior of concrete-filled FRP wound tubular arches with internal FRP bars. [PDF]
Li B, Yang Z, Qi Y, Zhou Z, Wang G.
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Seismic performance of reinforced concrete beam column joints strengthened with ECC shells. [PDF]
Xiao Z, Wang L, Huang R.
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Theoretical analysis of prestressed unequal-walled rectangular concrete-filled steel beams. [PDF]
Su Q, Zhang Z, Li S.
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Design and evaluation of structural risk mitigation measures for transmission lines micro-pile foundations in mountainous region. [PDF]
Hu X, Xi X, Xiang Z.
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Study on the Ultimate Load Capacity of Cu-Ni Alloy Pipelines with Double Pitting Defects. [PDF]
Pan X +7 more
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Analysis of bearing mechanism of large-diameter under-reamed piles based on model tests. [PDF]
Zhou J, Song Y, Gong B, Liang S, Wang H.
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