Composite construction in steel and concrete offers significant advantages for use as the primary lateral resistance system in building structures subjected to seismic loading. While composite beam and joist floor system have been common for over a half a century, through the use of over the past decade a substantial amount of researches have been conducted world wide on a wide range of composite lateral resistance systems. The appropriate behavior of composite structures and the economical considerations are resulted in offering a new detail of composite shear wall and evaluation of the behavior of this system. The non-linear static analysis has been used in this research. In the detail which is offered in this research steel plates are used to reinforce the boundary elements of concrete shear wall and these steel plates are connected with shear studs to concrete. The research results show that the behavior of this detail with lateral loading is appropriate and ductility of this system is favorable, but the economical features of this detail must be verified when it is necessary to reduce the size of the boundary elements and it is suggested for further researches.
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- Investigation of shear wall behavior with composite boundary elements
Shahin Nayeri Amiri
- Springer Netherlands
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