Improving the lateral load resistance of vernacular masonry walls subject to flooding-Reference-Cited by-同舟云学术

Improving the lateral load resistance of vernacular masonry walls subject to flooding

Published:2020-12-07 Issue: Volume: Page:1-12
ISSN:1747-650X
Container-title:Proceedings of the Institution of Civil Engineers - Construction Materials
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Construction Materials

Author:

Platt Shawn L.¹,Erandi Indunil²,Jayasinghe Chintha³,Jayasinghe Thishan⁴,Maskell Daniel⁵,Ranasinghe Gihan⁶,Walker Peter⁷

Affiliation:

1. Research Associate, BRE Centre for Innovative Construction Materials, University of Bath, Bath, UK

2. PhD student, Department of Civil Engineering, Queensland University of Technology, Brisbane, Australia

3. Professor, Department of Civil Engineering, University of Moratuwa, Moratuwa, Sri Lanka

4. Senior Professor, Department of Civil Engineering, University of Moratuwa, Moratuwa, Sri Lanka

5. Lecturer, BRE Centre for Innovative Construction Materials, University of Bath, Bath, UK

6. MSc student, Department of Civil Engineering, University of Moratuwa, Moratuwa, Sri Lanka

7. Professor of Innovative Construction Materials, BRE Centre for Innovative Construction Materials, University of Bath, Bath, UK (corresponding author: )

Publisher

Thomas Telford Ltd.

Subject

Mechanics of Materials,General Materials Science,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/jcoma.20.00004

Reference9 articles.

1. A critical review of retrofitting methods for unreinforced masonry structures

2. Bowker P and Wallingford HR (2005) Improving the Flood Resilience of Buildings Through Improved Materials, Methods and Details. School of the Built Environment, Leeds Metropolitan University, Leeds, UK, pp. 15–28.

3. Performance of single skin masonry walls subjected to hydraulic loading

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