Reliability-Based Calibration of the Capacity Reduction Factor for Design of Masonry in Compression to AS3700-Reference-Cited by-同舟云学术

Reliability-Based Calibration of the Capacity Reduction Factor for Design of Masonry in Compression to AS3700

Published:2009-01 Issue:2 Volume:9 Page:97-110
ISSN:1328-7982
Container-title:Australian Journal of Structural Engineering
language:en
Short-container-title:Australian Journal of Structural Engineering

Author:

Lawrence S J¹,Stewart M G²

Affiliation:

1. Centre for Infrastructure Performance and Reliability, School of Engineering, Newcastle, New South Wales; SPL Consulting Pty Ltd, Sydney, New South Wales

2. Centre for Infrastructure Performance and Reliability, School of Engineering, Newcastle, New South Wales

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13287982.2009.11465013

Reference15 articles.

1. Ellingwood, B. R., Galambos, T. V., MacGregor, J. G. & Cornell, C. A. 1980, “Development of Probability Based Load Criterion for American National Standard A58”,National Bureau of Standards Special Publication 577, U.S. Government Printing Office, Washington, D.C.

2. Hendry, A. W., Sinha, B. P. & Davies, S. R. 1997,Design of Masonry Structures, E&FN Spon, London.

3. International Organisation for Standardization, 1998,General Principles on Reliability for Structures ISO 2394, Geneva.

4. James J. A. 1971,Investigation of the Effect ofWorkmanship and Curing Conditions on the Strength of Brickwork, Report W/WORK/1, Building Development Laboratories, Perth.

5. Lawrence, S. J. 1977, “Limit States Design for Masonry”,Limit State Design and the Practising Engineer, Association of Consulting Structural Engineers of NSW, Sydney.

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