ResearchBib Share Your Research, Maximize Your Social Impacts
Sign for Notice Everyday Sign up >> Login

Study on Building Structures with Sloping Ground under Seismic and Wind Load Conditions

Journal: International Journal of Trend in Scientific Research and Development (Vol.2, No. 6)

Publication Date:

Authors : ;

Page : 788-791

Keywords : Civil Engineering; sloping ground; STAAD Pro v8i.; shear force; bending moment; axial force; shear force; seismic zone;

Source : Downloadexternal Find it from : Google Scholarexternal

Abstract

Analysis and design of space building frame for seismic loading and wind pressure is very essential these days because construction of high rise buildings. It is also necessary to construct an economic and more durable structure. It is possible by availability of various software and specialized programs. By using these software we can design a low weight reinforce structure which life is very good. These structures are more economical and safe by different forces acting on the building structure such as seismic load, snow load and wind pressure etc. The current work examines the structural behavior of reinforced concrete columns, beam, and footing in sloping geometry. In this study a G 8 storey RCC building is analysed on varying sloping angles i.e., 0o or plane surface, 10o and 15o. The seismic forces and wind pressure are considered simultaneously as per IS 1893-2002 and IS 875 PART 3 respectively. The whole structure is analysis on software STAAD Pro v8i. The effect of sloping ground on building performance during earthquake and wind pressure is observed. Seismic analysis has been done using Linear Static method. Seismic analysis has been done using linear static method. Abhishek Kumar | Pratiksha Malviya "Study on Building Structures with Sloping Ground under Seismic & Wind Load Conditions" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-2 | Issue-6 , October 2018, URL: http://www.ijtsrd.com/papers/ijtsrd18754.pdf

Last modified: 2018-11-19 20:04:52