Limiting Drift to Mitigate Pounding Effects on RC Buildings Under Earthquake Shaking-Reference-Cited by-同舟云学术

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Limiting Drift to Mitigate Pounding Effects on RC Buildings Under Earthquake Shaking

Published:2024-02-10 Issue: Volume: Page:
ISSN:2228-6160
Container-title:Iranian Journal of Science and Technology, Transactions of Civil Engineering
language:en
Short-container-title:Iran J Sci Technol Trans Civ Eng

Author:

Yashwanth Bakam,Tamizharasi G.

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s40996-024-01348-2.pdf

Reference58 articles.

1. Abdel Raheem SE (2014) Mitigation measures for earthquake induced pounding effects on seismic performance of adjacent buildings. Bull Earthq Eng 12:1705–1724. https://doi.org/10.1007/s10518-014-9592-2

2. Algeria (2003) Algerian earthquake resistant regulations R P A 99/Version

3. American Society of Civil Engineers (ASCE) (2017) Minimum design loads for buildings and other structures (ASCE7–16). USA

4. Anagnostopoulos SA (1988) Pounding of buildings in series during earthquakes. Earthq Eng Struct Dyn 16(3):443–456. https://doi.org/10.1002/eqe.4290160311

5. Anagnostopoulos SA, Spiliopoulos KV (1992) An investigation of earthquake induced pounding between adjacent buildings. Earthquake Eng Struct Dynam 21(4):289–302. https://doi.org/10.1002/eqe.4290210402

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