relationship Abstract. In order to study and improve moment-curvature hysteresis model of reinforced concrete shear walls, experiment of reinforced concrete shear walls was conducted. Based on experiment of reinforced concrete shear walls, moment-curvature relationship is deduced and moment-curvature hysteresis curves are obtained. The existing moment-curvature hysteresis models of reinforced concrete walls are discussed and improved, and the calculated moment-curvature hysteresis curves with the modified model fit well with experimental results
Prefabricated shear walls have been widely used in engineering structures. Vertical connection joint...
To be able to understand the behavior of reinforced concrete (RC) members, cross sectional behavior ...
An energy-based hysteresis model is developed for the moment-rotation (curvature) response of column...
The behavior of reinforced concrete (RC) members is quite important in RC structures. When evaluatin...
A hysteretic model is proposed for shear response of reinforced concrete members subjected to shear ...
Hysteresis modeling of reinforced concrete (RC) structures requires a constitutive relationship capa...
WOS: 000454770500007Reinforced-concrete shear walls have significant importance in terms of limiting...
Much of the early research in reinforced concrete dealt with steel reinforcement that was both ducti...
The relationship between the moment and curvature of reinforced sections is a very important paramet...
Authors proposed a numerical model for the inelastic analysis of three-dimensional frames including ...
For performance-based design using nonlinear static analysis. it is required to predict the inelasti...
Nonlinear dynamic analysis of a reinforced concrete (RC) frame under earthquake loading is performed...
Cold-formed steel (CFS) shear walls with concrete-filled rectangular steel tube (CFRST) columns as e...
Correct estimate of curvature ductility of reinforced concrete members has always been an attractive...
Shear lag effects can significantly reduce the moment capacity of nonrectangular reinforced concrete...
Prefabricated shear walls have been widely used in engineering structures. Vertical connection joint...
To be able to understand the behavior of reinforced concrete (RC) members, cross sectional behavior ...
An energy-based hysteresis model is developed for the moment-rotation (curvature) response of column...
The behavior of reinforced concrete (RC) members is quite important in RC structures. When evaluatin...
A hysteretic model is proposed for shear response of reinforced concrete members subjected to shear ...
Hysteresis modeling of reinforced concrete (RC) structures requires a constitutive relationship capa...
WOS: 000454770500007Reinforced-concrete shear walls have significant importance in terms of limiting...
Much of the early research in reinforced concrete dealt with steel reinforcement that was both ducti...
The relationship between the moment and curvature of reinforced sections is a very important paramet...
Authors proposed a numerical model for the inelastic analysis of three-dimensional frames including ...
For performance-based design using nonlinear static analysis. it is required to predict the inelasti...
Nonlinear dynamic analysis of a reinforced concrete (RC) frame under earthquake loading is performed...
Cold-formed steel (CFS) shear walls with concrete-filled rectangular steel tube (CFRST) columns as e...
Correct estimate of curvature ductility of reinforced concrete members has always been an attractive...
Shear lag effects can significantly reduce the moment capacity of nonrectangular reinforced concrete...
Prefabricated shear walls have been widely used in engineering structures. Vertical connection joint...
To be able to understand the behavior of reinforced concrete (RC) members, cross sectional behavior ...
An energy-based hysteresis model is developed for the moment-rotation (curvature) response of column...