STATIC LINEAR AND NON LINEAR (PUSHOVER) ANALYSIS OF RC BUILDING ON SLOPING GROUNDS ON MEDIUM SOILS IN DIFFERENT ZONES

This paper Deals with the to uneven constructions undergo extra harm than their common counterpart seismic design codes, & limitation compulsory. METHODS/ANALYSIS within twist influence ability, Altitude irregularity has been observed in the direction of reason story failure due to non distribute of demand-to-supply ratios resting on the additional hand, reason non columns. In this paper the structure chosen for study is a building. The building which mathematical models for the same are generated in structural fundamentals, M40 G be rigid. Seismic loads were considere a 4 to7 storey RC structure with typical ground slope choosing building that which produce less torsion effect for set configuration in horizontal & also used that which resist during earthquake and building that which produce less torsion effect for setback - step back with irregular Key words: Setback-Step Back, Base Shear, Target Displacement, Cite this Article: N.V. Mohanakrishna and CH. Hanumantha Rao, Static Linear and Non Linear (Pushover) Analysis of RC Building On Sloping Grounds On Medium Soils In Different Zones International Journal of Civil Engineering and Technology http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=8&IType=1 IJCIET/index.asp 811 International Journal of Civil Engineering and Technology (IJCIET) , pp. 811?820, Article ID: IJCIET_08_01_095 http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=8&IType= 6308 and ISSN Online: 0976-6316 Scopus Indexed STATIC LINEAR AND NON LINEAR (PUSHOVER) ANALYSIS OF RC BUILDING ON SLOPING GROUNDS ON MEDIUM SOILS IN DIFFERENT ZONES N.V. Mohanakrishna PG Student, Civil Engineering Department, K L University, A.P, India CH. Hanumantha Rao Professor, Civil Engineering Department, K L University, A.P, India This paper Deals with the seismic activity field investigation undergo extra harm than their common counterpart limitations on top of sudden changes within mass & METHODS/ANALYSIS: Irregularity within sizes pressures sharing about rigidity, & twist influence ability, as mass irregularity is likely to pressure compulsory require ltitude irregularity has been observed in the direction of reason story failure due to non supply ratios the length about length of the elevation. Plan irregularity, resting on the additional hand, reason non-uniform demand-to-capacity ratios bounded by the columns. In this paper the structure chosen for study is a 4 to 7 storey commercial complex which is located in seismic zone III, IV, & V on Medium soil sites mathematical models for the same are generated in ETABS software