Main Article Content



The present study is an attempt to understand the basic fundamental and procedure of Performance Based Design of R.C.C. building. A Nonlinear Static Analysis (Pushover Analysis) is used to obtain the inelastic deformation capability of building, which depends on hinges formation in various elements of building. The 3-D frame was analysed and designed using IS: 456-2000 and IS: 1893-2002 (Part – I) considering moderate seismic zone. The Result of Nonlinear static analysis show that behaviour of building at various performance level. And calculate cost of building at various performance level and compare with each performance level. The software used for performing performance based design is ETABS 2015.


Download data is not yet available.


Metrics Loading ...

Article Details

How to Cite
AnkurPaghdal, and H.B.Patel. “PERFOMANCE BASED DESIGN OF RCC BUILDING WITH COST COMPARE AT VARIOUS PERFORMANCE LEVEL”. Technix International Journal for Engineering Research, vol. 2, no. 10, Oct. 2015, pp. 159-65,
Research Articles


Federal Emergency Management Agency (FEMA)-356, “Prestandard and Commentary for the Seismic Rehabilitation of Building”, FEMA 356/November 2000, Building Seismic Safety Council, Washington, D.C., 2000.

Applied Technology Council (ATC)-40, “Seismic Evolution and Retrofit of Concrete Building”, Report No.SSC 96-01, Volume I, Applied Technology Council, California, November,1996.

Federal Emergency Management Agency (FEMA)-273, “NEHRP Guidelines for the Seismic Rehabilitation of Buildings”, Building Seismic Safety Council, Washington, D.C., October 1997.

Indian Standard Code 456-2000 Plain And Reinforced Concrete -Code Of Practice

Indian Standard Code 1893- Criteria For Earthquake Resistant Design Of Structures

Andreas J. Kappos and Georgios Panagopoulos, “Performance-Based Seismic Design of 3D R/C Buildings Using Inelastic Static and Dynamic Analysis procedures”, ISET Journal of earthquake Technology, Paper No. 444, Vol. 41, No.1, March 2004 pp.141- 158.

Park R., and Paulay T., Reinforced Concrete structure, Wiley-Interscience, 1974.

Mehmet Inel, HayriBaytanOzmen, “Effects of plastic hinge properties in nonlinear analysis of reinforced concrete buildings”, paper of science direct ,Department of Civil Engineering, Pamukkale University, Denizli, Turkey. 2007 pp 1494-1502.

Performance-based seismic design of structures: a direct displacement-based approach Engineering Structures 25 (2003) 1803–1813 QiangXue?, Cheng-Chung Chen Sinotech Engineering Consultants Inc., 171 Nanking East Road Sec. 5, Taipei 105, Taiwan Received 22 June 2002; received in revised form 19 May 2003; accepted 1 August 2003

Push-over analysis for performance-based seismic design R. Hasan, L. Xu, D.E. Grierson Department of Civil Engineering, University of Waterloo, Waterloo, Ont., Canada N2L 3G1 Received 6August 2001; accepted 22 July 2002 Science Direct