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The construction details used in these structural elements are commonly recognized as the likely cause of non-ductile structural failure modes under seismic actions, due to the lack of capacity design principles.
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A special arrangement of contact elements (gap elements) each 1 m of the low height building in the contact zone is taken into consideration to fulfill all possible deformation contact modes which take place under seismic load (earthquake).
The results show that failure mode of the slope under seismic load is consistent with the actual situation when the lowest material parameters are used.
This study shows that the shear span-depth ratio, yield strength and longitudinal reinforcement ratio, axial load and CFRP confinement significantly affect the lateral load capacity, ductility and the failure mode of retrofitted bridge piers under seismic load.
The use of fiber reinforced polymers (FRP) represents an interesting option to inhibit the formation of partial collapse mechanisms on macro-blocks, which is a typical failure mode shown by masonry churches under seismic actions.
Material properties, amount of longitudinal and transverse steel, external confinement, axial load and shear span-depth ratio affect the lateral load capacity, ductility and failure mode of retrofitted bridge piers under seismic load.
Results indicate a rocking deformation mode coupled with the well-known racking distortion of box-type tunnels under seismic shaking.
He remains an extraordinary talent, submerging Young Gods and the casually brilliant Lisa Said under seismic squalls of white noise.
The model allowed performing the seismic evaluation of the precast ferrocement house under seismic activity.
However, whether rubble mounds fail under seismic loads is unknown.
Their stiffness, ductility, moment resistance capacity, failure modes and seismic behavior were analyzed.
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