Lateral Load Performance Analysis of Dhajji Dewari Using Different Infills

Author:

Rashid Hafiz Muhammad1,Khan Shaukat Ali2,Khushnood Rao Arsalan1,Ahmad Junaid1

Affiliation:

1. National University of Sciences and Technology Sector H-12, Islamabad, Pakistan

2. Abasyn University, Peshawar, Pakistan

Abstract

This article describes Dhajji Dewari which is a non-engineered traditional construction method mostly used in the northern parts of Pakistan. This method consists of a timber frame filled with the stones in a mud slurry. This article is aimed to assess the effects of different infills on the lateral load capacity of Dhajji Dewari. For this purpose, three full scale Dhajji Dewari panels were constructed and unidirectional in-plane lateral load was applied. One panel was without infill, two other panels with different type of infills. Results of the experimentation showed that the infill presence effects the lateral load resisting performance of the Dhajji Dewari.

Publisher

IGI Global

Subject

General Earth and Planetary Sciences,General Environmental Science

Reference10 articles.

1. An assessment of timber as a sustainable building material in Nigeria. International Journal of Civil Engineering;J.Abimaje;Construction and Estate Management,2014

2. Ahmad, N., Ali, Q., Crowley, H., & Pinho, R. (2011). Displacement-based seismic performance evaluation of Dhajji structural systems. In Proceedings of the Masonry society-11NAMC.

3. Seismic performance evaluation of traditional timber Hımış frames: capacity spectrum method based assessment

4. Ali, Q., Schacher, T., Ashraf, M., Naeem, A., & Alam, B. (2010). In-Plane Behavior of Full Scale Dhajji Walls (Wooden Braced-Frame With Stone Infill) Under Quasi-Static Loading. Paper presented at the9th US National and 10th Canadian Conference on Earthquake Engineering, Toronto, Canada.

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