A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Performance-Based Seismic Evaluation of Multi-storey R.C.C. Building with Addition of Shear Wall
Abstract It has been evident from the recent history of earthquake that the improper and inadequate design of structures may cause great damage. Many existing structures are seismically deficient as the engineers and designers are not well aware of the seismic behaviour of a structure. Hence, there is a need to determine the seismic response of such buildings for designing earthquake structures by conducting a seismic analysis of structures. Performance-based seismic design is an elastic design methodology which was carried out by considering the probable performance of a building under different ground motions. In this context, pushover analysis which is an iterative procedure should be looked upon as an alternative for the orthodox analysis procedures. The principal objective of this paper is to evaluate the performance of (G+10) and (G+20) storey RCC building with and without shear wall. Nonlinear static pushover analysis was performed by using SAP 2000, which is a product of computers and structures international. On the basis of the result, it was found that both buildings satisfy the drift criteria as recommended in IS 1893:2002 (part-1).
Performance-Based Seismic Evaluation of Multi-storey R.C.C. Building with Addition of Shear Wall
Abstract It has been evident from the recent history of earthquake that the improper and inadequate design of structures may cause great damage. Many existing structures are seismically deficient as the engineers and designers are not well aware of the seismic behaviour of a structure. Hence, there is a need to determine the seismic response of such buildings for designing earthquake structures by conducting a seismic analysis of structures. Performance-based seismic design is an elastic design methodology which was carried out by considering the probable performance of a building under different ground motions. In this context, pushover analysis which is an iterative procedure should be looked upon as an alternative for the orthodox analysis procedures. The principal objective of this paper is to evaluate the performance of (G+10) and (G+20) storey RCC building with and without shear wall. Nonlinear static pushover analysis was performed by using SAP 2000, which is a product of computers and structures international. On the basis of the result, it was found that both buildings satisfy the drift criteria as recommended in IS 1893:2002 (part-1).
Performance-Based Seismic Evaluation of Multi-storey R.C.C. Building with Addition of Shear Wall
Sumit (author) / Gupta, S. M. (author)
2019-01-01
13 pages
Article/Chapter (Book)
Electronic Resource
English
Seismic Performance of Multi-storey RC Building with Coupled Shear Walls
| Springer Verlag | 2021
Seismic performance of a 55‐storey steel plate shear wall
| Wiley | 2010