Non Linear Time History Analysis of Structure with and Without Shear Wall
Journal: International Journal of Scientific Engineering and Research (IJSER) (Vol.6, No. 2)Publication Date: 2018-02-05
Authors : Gaurav Kapgate; D. L. Budhlani;
Page : 22-26
Keywords : Earthquake; shear wall; Non-linear time history; E-TAB 2016;
- Non Linear Time History Analysis of Structure with and Without Shear Wall
- Comparative Study on Behaviour of High Rise R.C.C Structure with Shear Wall and High Rise R.C.C. Composite Structure with Consideration of Non-Linear P-Delta Analysis
- A NON-LINEAR DYNAMIC ANALYSIS OF RCC SHEAR WALL FOR SYMMETRIC REGULAR MUTISTOREY (G+19) BUILDING USING NEWMARK’S LINEAR ACCELERATION METHOD
- A Literature Review Study on Comparative Study on Behaviour of High Rise R.C.C Structure with Shear Wall and High Rise R.C.C. Composite Structure With consideration of Non-Linear P-Delta Analysis
- ANALYSIS OF EFFECT OF EARTHQUAKE LOADS ON G+7 MULTI STOREY BUILDING USING REINFORCED CONCRETE SHEAR WALL AND REINFORCED MASONRY SHEAR WALL
Abstract
Structures need to have suitable earthquake resistant features to safely resist large lateral forces that are imposed on them during frequent earthquakes. Ordinary structures for houses are usually built to safely carry their own weights. Lateral forces can produce the critical stresses in a structure, set up undesirable vibrations and, in addition, cause lateral sway of structure, which could reach a stage of discomfort to the occupants. Shear wall is one of the most commonly used lateral load resisting element in high rise building. In this study, the non-linear El-centro time history analysis is carried out for special moment resisting frame under earthquake loading using computer software E-TAB 2016.
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