Nonlinear Modal Time History Analysis on RC framed buildings with scrap tyre as the base isolator for Past Indian earthquakes

Author:

Cici Jennifer Raj J.ORCID,Vinod Kumar M.

Publisher

Springer Science and Business Media LLC

Subject

Building and Construction,Civil and Structural Engineering

Reference39 articles.

1. Kelly T (2001) Base isolation of structures, design guidelines. Holmes Consulting Group ltd, New Zealand

2. Naeim F, Bhatia H and Lobo RM. Performance based seismic engineering, Seismic Design Handbook, Seismic Design Handbook. John A. Martin & Associates, Inc.Los Angeles, USA, pp 752–792

3. Reyes JC, Kalkan E and Sierra A (2017) Fast nonlinear response time history analysis. In: 16th World Conference on Earthquake, Santiago Chile, January 9th to 13th 2017; pp 1–11 (Paper.No.1673)

4. Causevic M, Mitrovic S (2020) Comparison between nonlinear dynamic and static seismic analysis of structures according to European and US provisions. Bull Earthq Eng 9(2):467–489

5. Hassan A, Pal S (2018) Effect of soil condition on seismic response of isolated base buildings. Int J Adv Struct Eng 10:249–261

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