Effect of soil-pile raft-structure interaction on elastic and inelastic seismic behaviour

Author:

Saha Rajib,Dutta Sekhar Chandra,Haldar Sumanta,Kumar Sumit

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference52 articles.

1. Comartin DC, Niewiarowski RW, Rojahn C. Seismic evaluation and retrofit of concrete buildings: Volume 1. Applied Technology Council (ATC-40) report no. SSC 96-01. Seismic safety commission, California, 1996.

2. FEMA 451. Geotechnical Earthquake Engineering: Design Examples. Geotechnical 15-4-1; 2005.

3. ASCE. FEMA 356: Prestandard and commentary for the seismic rehabilitation of buildings. Federal Emergency Management Agency (FEMA), Washington, DC; 2000.

4. Brown DA, O’Neill MW, Hoit M, McVay M, Naggar EMH, Chakraborty H. Static and dynamic lateral loading of pile groups. National Cooperative Highway Research Program, NCHPR 461, Washington, DC; 2001.

5. Eurocode 8-Part 1. Design of structures for earthquake resistance. Commission of the European Communities and the European Committee for Standardization (CEN), UK; 1998.

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