Add to ORKGA proposal is formulated that allows to evaluate the residual shear strength of reinforced concrete columns and beams for an assigned flexural ductility demand by limiting the range of the deviation angle between the inclinations of the yield \uf071 and the crack lines. In order to take into account the degradation due to cyclic loads, the reduction of the range of the deviation angle is related to the value of cinematic ductilit
In the design of reinforced concrete earthquake-resisting frame members, it is critical that shear d...
Field surveys in the aftermath of major seismic events, laboratory tests and numerical studies outli...
Shear strength of reinforced concrete (RC) members is composed of the contributions of the nominal s...
A proposal is formulated that allows to evaluate the residual shear strength of reinforced concrete...
The objective of this thesis was to develop a better understanding of reinforced concrete columns w...
Abstract: Seismic analyses of concrete structures under maximum-considered earthquakes require the u...
An analytical model was developed to estimate the shear-strength degradation and the residual capaci...
textThe deformation capacity of a concrete column can be expressed by using different ductility par...
textThe deformation capacity of a concrete column can be expressed by using different ductility par...
Shear strength of reinforced concrete (RC) members is composed of the contributions of the nominal s...
Experimental results of twelve reinforced concrete specimens subjected to reverse cyclic shear are ...
Experimental results of twelve reinforced concrete specimens subjected to reverse cyclic shear are ...
An analytical model was developed to estimate the shear-strength degradation and the deformation cap...
Field surveys in the aftermath of major seismic events, laboratory tests and numerical studies outli...
In the design of reinforced concrete earthquake-resisting frame members, it is critical that shear d...
In the design of reinforced concrete earthquake-resisting frame members, it is critical that shear d...
Field surveys in the aftermath of major seismic events, laboratory tests and numerical studies outli...
Shear strength of reinforced concrete (RC) members is composed of the contributions of the nominal s...
A proposal is formulated that allows to evaluate the residual shear strength of reinforced concrete...
The objective of this thesis was to develop a better understanding of reinforced concrete columns w...
Abstract: Seismic analyses of concrete structures under maximum-considered earthquakes require the u...
An analytical model was developed to estimate the shear-strength degradation and the residual capaci...
textThe deformation capacity of a concrete column can be expressed by using different ductility par...
textThe deformation capacity of a concrete column can be expressed by using different ductility par...
Shear strength of reinforced concrete (RC) members is composed of the contributions of the nominal s...
Experimental results of twelve reinforced concrete specimens subjected to reverse cyclic shear are ...
Experimental results of twelve reinforced concrete specimens subjected to reverse cyclic shear are ...
An analytical model was developed to estimate the shear-strength degradation and the deformation cap...
Field surveys in the aftermath of major seismic events, laboratory tests and numerical studies outli...
In the design of reinforced concrete earthquake-resisting frame members, it is critical that shear d...
In the design of reinforced concrete earthquake-resisting frame members, it is critical that shear d...
Field surveys in the aftermath of major seismic events, laboratory tests and numerical studies outli...
Shear strength of reinforced concrete (RC) members is composed of the contributions of the nominal s...