Seismic Performance Evaluation of Residential Structures in Egypt

Yasser E. Ibrahim; Osman Shallan; Ashraf Elshihy; Mohamed Selim

doi:10.4028/www.scientific.net/AMR.919-921.945

Paper Titles

Dynamic Response Analysis of Soil Slope under Strong Earthquake
p.921

Experimental and Numerical Study of Enhancing the Seismic Behavior of Rammed Earth Buildings
p.925

Finite Element Analysis on Low Cycle Fatigue Properties of HRBF RC Pile Tip
p.932

Research on the Reparability of Structures Based on Post-Earthquake Residual Deformation
p.938

Seismic Performance Evaluation of Residential Structures in Egypt
p.945

Seismic Performance of T-Shaped CFT Column to Steel Frame Beam Connection – Experimental Study
p.951

Shaking Table Test of Underground Pipeline under Three Dimension Seismic Excitation – Numerical Simulation
p.960

Study on Corrugated Steel Web Bridge Seismic Isolation Technology in High Intensity Seismic Region
p.965

Study on Resilience Model of High-Strength Concrete Frame Columns
p.969

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 919-921Seismic Performance Evaluation of Residential...

Seismic Performance Evaluation of Residential Structures in Egypt

Abstract:

In this research, analytical fragility curves for three existing structures are presented. Structures are 2-story, 6-story and 10-story residential reinforced concrete structures designed under dead ,live and seismic loads of zone 3 according to Egyptian code (2008). The design acceleration is 0.15g. The fragility curves are developed based on nonlinear incremental dynamic analysis of three dimensional structural models using SeismoStruct under twelve historic ground motions. Four performance levels are considered; fully operational, operational, life safe and near collapse.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 919-921)

Pages:

945-950

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.919-921.945

Citation:

Cite this paper

Online since:

April 2014

Authors:

Yasser E. Ibrahim*, Osman Shallan, Ashraf Elshihy, Mohamed Selim

Keywords:

Damage States, Fragility, Incremental Dynamic Analysis, Performance Levels, Seismic

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] SEAOC, Vision 2000. Performance based seismic engineering of buildings. San Francisco (1995).

Google Scholar

[2] Federal Emergency Management Agency, FEMA356. Prestandard and commentary for the seismic rehabilitation of buildings. Federal Emergency Management Agency, Washington DC (2000).

Google Scholar

[3] D Vamvatsikos and C.A. Cornell. Incremental dynamic analysis. Journal of Earthquake Engineering and Structural Dynamics. Vol. 31, Issue 3 (2002), pp.491-514.

DOI: 10.1002/eqe.141

Google Scholar

[4] Y. E. Ibrahim and M. M. El-Shami. Seismic Performance of Moment-resisting Frames in KSA, 6th CCC Congress, Concrete Structures for Challenging Times, September 30 - October 1st, MarianskeLazne, Czech (2010), pp.207-212.

Google Scholar

[5] Y. E. Ibrahim. Seismic risk analysis of multistory structures in low seismicity areas, ACI-KC , 3rd International Conference and Exhibition, Towards the Development of Resilient Sustainable Buildings and Structures , Kuwait, May 8-10 (2012).

Google Scholar

[6] ECP-201, Egyptian code for calculating loads and forces in structural work and masonry, Housing and Building National Research Center. Ministry of Housing, Utilities and Urban Planning, Cairo (2008).

Google Scholar

[7] SeismoStruct Ver. 5. 0. 4. SeismoSoft, Earthquake Engineering Software Solutions, Italy. (www. seismosoft. com) (2010).

Google Scholar

[8] P. Madas. Advanced Modelling of Composite Frames Subjected to Earthquake Loading, PhD Thesis, Imperial College, University of London, London, UK (1993).

Google Scholar

[9] J. B. Mander, M. J. N. Priestley and R. Park. Theoretical stress-strain model for confined concrete, Journal of Structural Engineering, Vol. 114, issue 8 (1988), pp.1804-1826.

DOI: 10.1061/(asce)0733-9445(1988)114:8(1804)

Google Scholar

[10] A. M. Elshihy, Y. E. Ibrahim, O. A. Shallan, M. A. Selim. Assessment of seismic performance of multistory reinforced concrete structures in Egypt. The Egyptian International Journal of Engineering Science and Technology, Vol. 15, Issue 1 (2012).

DOI: 10.21608/eijest.2012.96718

Google Scholar