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The Nonlinear Static Procedure (Nsp) Based On Pushover Analysis Is Usually Restricted With A Single Mode Response. The Nsp Is Valid Mainly For Low-Rise Buildings Where The Behavior Is Dominated By Fundamental Vibration Modes. It Is Of Significance To Take Into Account Of Higher Mode Effects In Pushover Analysis Of Such Structures As Tall Buildings Or Asymmetric Structures. Consecutive Modal Pushover (Cmp) Procedure Is Recently Proposed To Consider Higher Mode Effects In 2d Models. This Paper Deals With The Extension Of The Cmp Method To Asymmetric Building Structures. The Asymmetric Models Of This Study Are Reinforced Concrete Moment Resisting Frame Buildings. The Results Are Compared With Results Of Nonlinear Dynamic Time-History Analyses. Promising Compatibility Is Found In Both Local And Global Responses.
Babak H. Mamaqani. 2014. "Extension of the Consecutive Modal Pushover Analysis (CMP) to Asymmetric Concrete Moment Resistance Frame Buildings". Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 14 (GJRE Volume 14 Issue E4).
Crossref Journal DOI 10.17406/gjre
Print ISSN 0975-5861
e-ISSN 2249-4596
v1.2
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Total Score: 131
Country: United States
Subject: Global Journal of Research in Engineering
Authors: Babak H. Mamaqani (PhD/Dr. count: 0)
View Count (all-time): 306
Total Views (Real + Logic): 1073
Total Downloads (simulated): 93
Publish Date: 2014 01, Wed
Monthly Totals (Real + Logic):
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