Use of Empirical Constitutive Properties to Develop a Resistance Function for Reinforced Masonry

Author:

Browning R. S.,Davidson J. S.

Publisher

American Society of Civil Engineers

Reference9 articles.

1. ACI Committee 530 (2008). "Building Code Requirements and Specification for Masonry Structures (ACI 530/530.1-08) " American Concrete Institute Farmington Hills MI.

2. Biggs J. M. (1964). Introduction to Structural Dynamics McGraw-Hill Book Company New York NY.

3. Browning R. S. Hoemann J. M. and Davidson J. S. (submitted 2010). "Large-Deflection Response of Fully Grouted Reinforced Masonry Walls to Static and Dynamic Out-of-Plane Pressure " Submitted for review for Special Publication by the American Concrete Institute organized by ACI Committee 370.

4. Department of Defense (2008). "Structures to Resist the Effects of Accidental Explosions " Unified Facilities Criteria (UFC) 3-340-02 Whole Building Design Guide http://dod.wbdg.org/ (accessed Feb. 2010).

5. Gere J. M. and Timoshenko S. P. (1997). Mechanics of Materials - 4 th Edition PWS Publishing Company Boston MA.

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