Beta
ManageSearchChatDiscover
112113

EVALUATION OF SEISMIC PERFORMANCE OF MULTISTORY BUILDINGS DESIGNED ACCORDING TO EGYPTIAN CODE

Article

Last updated: 23 Jan 2023

OverviewSimilar Items

Subjects

-

Tags

Civil Engineering: structural, Geotechnical, reinforced concrete and s…nd sanitary engineering, Hydraulic, Railway, construction Management.

Abstract

The seismic response of building structures can be estimated by several analysis methods. Each approach incorporates different assumptions and varies in complexity of application. The traditional approach is to employ equivalent static analysis methods while current design practice is moving towards an increased emphasis on nonlinear analysis methods. This study examined the seismic performance of multistory buildings designed according to Egyptian code. Nonlinear time history analysis is used for evaluation of equivalent static and response spectra procedures that recommended by Egyptian codes for seismic design of building structures. In this study, a preliminary seismic response analysis of two buildings was performed using three analysis procedures to evaluate the building seismic performance and the difference in global response predicted by the three methods. Moreover, three analysis procedures are evaluated for their ability to predict deformation demands in terms of inter-story drifts and potential failure mechanisms. Three ground motions of earthquake records are used for seismic demands evaluation of these buildings. The results demonstrated that, for the three analysis methods used in this study, different predictions of seismic response occurred. Furthermore, the results of the analyses are used to evaluate the advantages, limitations, and ease of application of each approach for seismic analysis. Each method is shown to have merits and deficiencies that should be considered when selecting a seismic analysis method for a particular building structure.

DOI

10.21608/jesaun.2010.112113

Keywords

Seismic design, Egyptian building code, Time history analysis, Building lateral rigidity

Authors

First Name

Khaled A.

Last Name

Abdel-Raheem

MiddleName

-

Affiliation

Civil Engineering, Faculty of Engineering, Assiut University

Email

-

City

-

Orcid

-

First Name

Shehata E

Last Name

Abdel Raheem

MiddleName

-

Affiliation

Civil Engineering Dept, Faculty of Engineering, Assiut University, Assiut 71516

Email

shehataraheem@eng.au.edu.eg

City

Assiut

Orcid

0000-0002-9576-2563

First Name

Hosny M.

Last Name

Soghair

MiddleName

-

Affiliation

Civil Engineering, Faculty of Engineering, Assiut University

Email

-

City

-

Orcid

-

First Name

Mahmoud H.

Last Name

Ahmed

MiddleName

-

Affiliation

Civil Engineering, Faculty of Engineering, Assiut University

Email

-

City

-

Orcid

-

Volume

38

Article Issue

No 2

Related Issue

16739

Issue Date

2010-03-01

Receive Date

2009-12-27

Publish Date

2010-03-01

Page Start

381

Page End

402

Print ISSN

1687-0530

Online ISSN

2356-8550

Article File

JESAUN_Volume 38_Issue No 2_Pages 381-402.pdf

PDF . 1.2MB

Link

https://jesaun.journals.ekb.eg/article_112113.html

Detail API

https://jesaun.journals.ekb.eg/service?article_code=112113

Order

4

Type

Research Paper

Type Code

1,438

Publication Type

Journal

Publication Title

JES. Journal of Engineering Sciences

Publication Link

https://jesaun.journals.ekb.eg/

MainTitle

-

Details

Type

Article

Created At

23 Jan 2023