Pushover Analysis of Multistoried Building

Nivedita Raut; Swati Ambadkar

Pushover Analysis of Multistoried Building

Ms. Swati D. Ambadkar * §

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Ms. Nivedita N. Raut §

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§ Prmit & R, Badnera, India

Pushover Analysis of Multistoried Building

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Abstract

A large number of multi-storey reinforced concrete (R/C) framed building structures in urban India are constructed with masonry in fills for architectural, aesthetic or economic reasons. We have investigated the effect of the layout of masonry infill panels over the elevation of masonry in filled R/C frames on the seismic performance and potential seismic damage of the frame under strong ground motions using nonlinear static push-over analysis based on realistic and efficient computational models. From output non-linear analysis, we compare Base shear and Displacement in bare frame, in fill wall frame and ground, it seen that at roof level, displacement in bare frame is more than other two frames and displacement at ground floor in weak story is more than other two frames. Mostly hinges are formed in beam than in column.

References

7 Cites in Article

Reference Format

1. Applied Technology Council Seismic Evaluation and Retrofitting of Concrete Builing. Seismic Evaluation and Retrofitting of Concrete Builing
2. (2000). Prestandard and Commentary for the Seismic Rehabilitation of Building. Prestandard and Commentary for the Seismic Rehabilitation of Building
3. (2004). Improvement of Non-Linear Static Seismic Analysis Procedure. Appliedb Technology Council (ATC-55 Project) 201 Redwood Shores Parkway, Suite
4. (1997). NEHRP Guidelines for the Seismic Rehabilitation of Building. NEHRP Guidelines for the Seismic Rehabilitation of Building
5. (2002). IS 1893(Part1): 2002.”Criteria for Earthquake Resistant Design of Structures”. 40000 Storey Shear in kN
6. K. Kuran,C. Demir,O. Koroglu,C. Kocaman,A. Ilki (2007). Seismic Safety Analysis of an Existing 1502 type Disaster Building using New Version of Turkish Seimic Design Code. ECCOMAS Thematic Conference on Computional Methods in Structural Dynamics and Earthquake Engineering
7. Chopra K,Goel K (2003). ”A Model Pushover Analysis Procedure to Estimate Seismic Demand for Buildings:.

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Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

Ms. Swati D. Ambadkar, Ms. Nivedita N. Raut. 2013. "Pushover Analysis of Multistoried Building". Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 13 (GJRE Volume 13 Issue 16 (E4)).

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GJRE Volume 13 Issue 16 (E4)

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Keywords

bare frame infill wall non-linear analysis pushover analysis seismic performance soft story

Classification

GJRE-E Classification FOR Code: 310299

Submission ReceivedDecember 15, 2012
Peer Review Double Blind
Handling Editor
Accepted January 2, 2013
Published January 15, 2013

Version of record

v1.2

Issue date

April 22, 2013

Language

English

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Article Matrices

Total Score: 102

Country: India

Subject: Global Journal of Research in Engineering - E: Civil & Structural

Authors: Ms. Nivedita N. Raut, Prof. Ms. Swati D.Ambadkar (PhD/Dr. count: 0)

View Count (all-time): 475

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Publish Date: 2013 04, Mon

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Total Views: 1.9K

Total Downloads: 120

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