Add to ORKGThe bracing of buildings of the prefabricated and prestressed IMS skeleton system is provided by sway-to-shear and sway-to-bending structural members. An analysis of their contribution to the lateral stiffness is presented in this study. The adopted method is subjected to N.Rosman's theory. An illustrating numerical analysis reveals that a casual deficiency of the framework rigidity of the nodes due to decrease of prestressing effect can cause a remarkable redistribution in the loading conditions of the bracing diaphragms
The resistance to the lateral loads from wind or from an earthquake is the reason for the evolution ...
The objective of this research is to evaluate the stiffness and strength demands on flange braces in...
This study deals with aspects of analytical modelling of braced steel structures subjected to cyclic...
The bracing of buildings of the prefabricated and prestressed IMS skeleton system is provided by swa...
The connections between precast concrete components play an important role in determining the stabil...
It is difficult to determine the effective length coefficient of weakly braced frame columns using t...
This study focused on the comparing the lateral stiffness of several frames provided by concentrica...
The use of a bracing system for controlling lateral displacement of frames, especially in case of se...
This study deals with the reduction of the stiffness in precast concrete structural elements of mult...
In the structure of the 24 storey tall building at Pécs constructed by IMS prestressed concrete skel...
In this paper, a particular off-centre braced (OCB) system subjected to lateral load, which induced ...
The failure of the building is not the consequence of the not strong enough elements of the structur...
Structures in high seismic risk areas may be susceptible to severe damage in a major earthquake. Str...
In this paper, a simple method of analysis for preliminary analysis of facade rigger stiffened brace...
1998 Ceyhan and 1999 Marmara Earthquakes causes extensive damages of the precast industrial structur...
The resistance to the lateral loads from wind or from an earthquake is the reason for the evolution ...
The objective of this research is to evaluate the stiffness and strength demands on flange braces in...
This study deals with aspects of analytical modelling of braced steel structures subjected to cyclic...
The bracing of buildings of the prefabricated and prestressed IMS skeleton system is provided by swa...
The connections between precast concrete components play an important role in determining the stabil...
It is difficult to determine the effective length coefficient of weakly braced frame columns using t...
This study focused on the comparing the lateral stiffness of several frames provided by concentrica...
The use of a bracing system for controlling lateral displacement of frames, especially in case of se...
This study deals with the reduction of the stiffness in precast concrete structural elements of mult...
In the structure of the 24 storey tall building at Pécs constructed by IMS prestressed concrete skel...
In this paper, a particular off-centre braced (OCB) system subjected to lateral load, which induced ...
The failure of the building is not the consequence of the not strong enough elements of the structur...
Structures in high seismic risk areas may be susceptible to severe damage in a major earthquake. Str...
In this paper, a simple method of analysis for preliminary analysis of facade rigger stiffened brace...
1998 Ceyhan and 1999 Marmara Earthquakes causes extensive damages of the precast industrial structur...
The resistance to the lateral loads from wind or from an earthquake is the reason for the evolution ...
The objective of this research is to evaluate the stiffness and strength demands on flange braces in...
This study deals with aspects of analytical modelling of braced steel structures subjected to cyclic...