Add to ORKGIn this study, behavior of a multi-story reinforced concrete frame building designed as three bays and six stories is investigated. Pushover analyses of the selected building are performed according to various lateral load patterns and hinge models. Uniform and inverted triangular shapes are selected for the load patterns while lumped and spread hinge (fiber hinge) models are used for hinge models. Analyses are performed by Sap2000 and Seismostruct programs. Capacity curves and interstory drifts of the building are compared with each other for various lateral load patterns and hinge models, and obtained results are evaluated
In this paper we propose to assess seismic performance of a six stored reinforced concrete building ...
In this paper we propose to assess seismic performance of a six stored reinforced concrete building ...
[[abstract]]Six reinforced concrete frames with or without masonry infi lls were constructed and tes...
Due to its simplicity, the structural engineering profession has been using the nonlinear static pro...
In this paper is describes a non-linear static (pushover) analysis method for reinforced concrete st...
Due to its simplicity, lumped plasticity approach is usually used for nonlinear characterization of ...
Due to its simplicity, the structural engineering profession has been using the nonlinear static pro...
In recent years, because of the older version code, inadequate design, lacks of construction supervi...
Shear wall is applied to counter the effects of lateral load acting on a structure. Wind and seismic...
The US General Service Administration (GSA) 2013 Guidelines specify the procedures and the minimum r...
Most of the existing reinforced concrete buildings were designed according to early seismic provisio...
A four-story residential existing reinforced concrete building in the city of Khartoum-Sudan, subjec...
A series of pushover analyses on two-dimensional RC frames, part of an office building, are perform...
Abstract: Recently, attention has been paid to the performance-based seismic design that requires de...
Various structural factors that contribute to damage during an earthquake are vertical irregularitie...
In this paper we propose to assess seismic performance of a six stored reinforced concrete building ...
In this paper we propose to assess seismic performance of a six stored reinforced concrete building ...
[[abstract]]Six reinforced concrete frames with or without masonry infi lls were constructed and tes...
Due to its simplicity, the structural engineering profession has been using the nonlinear static pro...
In this paper is describes a non-linear static (pushover) analysis method for reinforced concrete st...
Due to its simplicity, lumped plasticity approach is usually used for nonlinear characterization of ...
Due to its simplicity, the structural engineering profession has been using the nonlinear static pro...
In recent years, because of the older version code, inadequate design, lacks of construction supervi...
Shear wall is applied to counter the effects of lateral load acting on a structure. Wind and seismic...
The US General Service Administration (GSA) 2013 Guidelines specify the procedures and the minimum r...
Most of the existing reinforced concrete buildings were designed according to early seismic provisio...
A four-story residential existing reinforced concrete building in the city of Khartoum-Sudan, subjec...
A series of pushover analyses on two-dimensional RC frames, part of an office building, are perform...
Abstract: Recently, attention has been paid to the performance-based seismic design that requires de...
Various structural factors that contribute to damage during an earthquake are vertical irregularitie...
In this paper we propose to assess seismic performance of a six stored reinforced concrete building ...
In this paper we propose to assess seismic performance of a six stored reinforced concrete building ...
[[abstract]]Six reinforced concrete frames with or without masonry infi lls were constructed and tes...