The ever-increasing need for housing generated the search for new and innovative building methods to increase speed, efficiency and enhance quality, one direction being the use of light steel profiles as load bearing elements and different materials for cladding. Wind and seismic behavior of these structures is influenced by the hysteretic characteristics of the shear wall panels. In this paper a review of actual research in the field and results of a full-scale shear test program on wall panels are presented. Based on tests, a numerical equivalent model for hysteretic behavior of wall panels working in shear was built to be used in 3D dynamic nonlinear analysis of cold-formed steel framed buildings
Presented in this paper is a method for seismic performance assessment of cold-formed steel building...
This dissertation describes an experimental and analytical study on the behaviour of steel plate sh...
In accordance with two different design methods including the technical specification for steel stru...
The ever-increasing need for housing generated the search for new and innovative building methods to...
The ever-increasing need for housing generated the search for new and innovative building methods to...
The main components to provide earthquake performance of a light-gauge steel house are the shear wal...
Thesis (Ph.D.), Civil Engineering, Washington State UniversitySteel-Clad, Wood-Framed (SCWF) shear w...
© 2015 Dr. Rojit ShahiThis project is a part of a sustained research effort to make houses more affo...
Cold-formed steel (CFS) framed shear walls with steel sheet sheathing can achieve higher shear resis...
In this paper the performance of steel sheathed cold-formed steel shear walls is evaluated by testin...
This thesis presents experiments and numerical analysis of a novel cold-formed steel framed shear wa...
Cold-formed steel sheathed shear walls are now emerging as a strategic vertical lateral load resisti...
The results of a series of reversed cyclic 4 ft. x 8 ft. (length x height) 15/32-in. plywood and 7/1...
The use of steel frame/wood panel shear walls as a seismic force resisting system (SFRS) in residen...
Cold-formed steel framed shear wall sheathed with corrugated steel sheets is a promising shear wall ...
Presented in this paper is a method for seismic performance assessment of cold-formed steel building...
This dissertation describes an experimental and analytical study on the behaviour of steel plate sh...
In accordance with two different design methods including the technical specification for steel stru...
The ever-increasing need for housing generated the search for new and innovative building methods to...
The ever-increasing need for housing generated the search for new and innovative building methods to...
The main components to provide earthquake performance of a light-gauge steel house are the shear wal...
Thesis (Ph.D.), Civil Engineering, Washington State UniversitySteel-Clad, Wood-Framed (SCWF) shear w...
© 2015 Dr. Rojit ShahiThis project is a part of a sustained research effort to make houses more affo...
Cold-formed steel (CFS) framed shear walls with steel sheet sheathing can achieve higher shear resis...
In this paper the performance of steel sheathed cold-formed steel shear walls is evaluated by testin...
This thesis presents experiments and numerical analysis of a novel cold-formed steel framed shear wa...
Cold-formed steel sheathed shear walls are now emerging as a strategic vertical lateral load resisti...
The results of a series of reversed cyclic 4 ft. x 8 ft. (length x height) 15/32-in. plywood and 7/1...
The use of steel frame/wood panel shear walls as a seismic force resisting system (SFRS) in residen...
Cold-formed steel framed shear wall sheathed with corrugated steel sheets is a promising shear wall ...
Presented in this paper is a method for seismic performance assessment of cold-formed steel building...
This dissertation describes an experimental and analytical study on the behaviour of steel plate sh...
In accordance with two different design methods including the technical specification for steel stru...