seismic performance of hsc dual systems irregular in elevation

Clicks: 221
ID: 150470
2014
Free PDF
Article Quality & Performance Metrics
Overall Quality
Not rated
Combines reader engagement with the AI quality analysis. This article has not been analysed, so there is no overall score — reader engagement is measured and shown alongside.
AI Quality Assessment
Not analyzed
Readership in this journal
Popular

Ranked #28 of 60 articles by views in der pharmacia lettre

Most read Least read

Bar heights use a square-root scale.

Mint this article as an NFT
Not yet minted

Create a permanent, verifiable on-chain record of this article on the Scimatic Network. The NFT is held in your Journament account, and you can withdraw it to your own wallet at any time.

5 SUSD one-off · no wallet required
Sign in to mint
Abstract
This paper presents a study on the seismic nonlinear performance of 86 multistory dual systems irregular in elevation and constructed from normal strength concrete (with fc = 25 MPa) and high-strength concrete (with fc = 75 MPa). The applicability of the Static Equivalent Lateral Force (SELF) method used by the seismic codes in Europe (Eurocode 8), in the United States (IBC-2012) and in Egypt (EC201-2008) when applied to dual systems irregular in elevation and constructed from NSC and HSC is examined. In addition, the reliability of the criteria provided by the studied codes, in order to separate the regular from irregular dual systems is also verified. Records of two real earthquakes (El Centro and Parkfield) and one artificial earthquake, with wide ranges of frequency content have been selected as input ground motions. The results showed that the limits in IBC-2012 and EC201-2008 aimed to identify the lateral stiffness irregularity are satisfactory and can be relaxed by about 10%.
Reference Key
yousef2014ainseismic Use this key to autocite in the manuscript while using SciMatic Manuscript Manager or Thesis Manager
Authors ;A.M. Yousef;S.E. El-Metwally;M.A. El-Mandouh
Journal der pharmacia lettre
Year 2014
DOI
10.1016/j.asej.2013.11.001
URL
http://www.sciencedirect.com/science/article/pii/S2090447913001172
Keywords
nonlinear civil engineering (general)

Citations

No citations found. To add a citation, contact the admin at info@scimatic.org

Comments

No comments yet. Be the first to comment on this article.