Seismic performance evaluation of code compliant and non-compliant RC walls

Author:

Siddique Ali1,Mehmood Tahir2,Qazi Samiullah3,Khan Shahzad3,Nawaz Adnan2,Tufail Rana Faisal2

Affiliation:

1. Department of Civil Engineering, National University of Technology, Islamabad, Pakistan

2. Department of Civil Engineering, COMSATS University Islamabad, Wah Campus, Pakistan

3. Department of Civil Engineering, University of Engineering and Technology, Peshawar, Pakistan

Funder

Higher Education Commission

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,Civil and Structural Engineering

Reference43 articles.

1. ACI. 2014. ACI 318-14 Building Code Requirement for Structural Concrete and Commentary, 318. Michigan, United States.

2. A.D.B, Asian Development bank, and World Bank W.B report. 2005. ADB, Asian Development Bank WB, World Bank Preliminary Damage and Needs Assessment Prepared - Pakistan Earthquake 2005. https://www.gfdrr.org/sites/gfdrr.org/files/dldocs/Pakistan Earthquake Preliminary Damage and Needs Assessment_0.pdf

3. What is to be learned from damage and failure of reinforced concrete structures during recent earthquakes in Turkey?

4. ASCE41. 2006. “American Society of Civil Engineers ASCE/SEI-41- 06: Seismic Rehabilitation of Existing Buildings.”

5. Damages on reinforced concrete buildings due to consecutive earthquakes in Van

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1. Numerical parameters analysis on the earthquake behavior of hybrid concrete walls structures;THE IV INTERNATIONAL SCIENTIFIC FORUM “NUCLEAR SCIENCE AND TECHNOLOGIES”;2024

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