BibTeX:

@article{IJIRSTV8I2013,
     title={A Review on RC Frame Structure with and Without Different Bracing Section},
     author={Mohd Asad Khan},
     journal={International Journal for Innovative Research in Science & Technology},
     volume={8},
     number={2},
     pages={18--21},
     year={},
     url={http://www.ijirst.org/articles/IJIRSTV8I2013.pdf},
     publisher={IJIRST (International Journal for Innovative Research in Science & Technology)},
}

Nonlinear static pushover analysis gives a stronger view on the performance of the structures during seismic events. The seismic performance of a high rise multi storey RC building is intended in keeping with various seismic codes. Presented during this paper is review of the nonlinear static pushover analysis method. It’s necessary to design a structure to perform well under seismic loads. To model the behaviour of RC structure analytically in its non-linear zone is difficult. Pushover analysis explicitly evaluates how a structure is probably going to perform, given the potential hazard it is likely to experience, considering uncertainties response. It’s necessary to design a structure to perform well under seismic loads. During this study non-linear analysis is administrated for high rise reinforced concrete frame building with different bracing configuration. Steel braced frame is one among the structural systems wont to resist lateral deflection of the structures. During this review paper a RC building model is taken, this model is compared in numerous aspects like different style of bracing system. Present study is predicated on the gathering of pushover analysis (nonlinear static analysis) of RC structure with different kind of Bracing system. During this paper we focus on the analysis of various sort of bracings using different code.

Non-Linear Static Analysis, Storey Shear, Storey Drift, Bracing Pattern