1. Finite Element Model for Masonry Subjected to Concentrated Loads
2. Amadei B. Sture S. Saeb S. and Atkinson R. H. (1989). “An evaluation of masonry joint shear strength in existing buildings.” Rep. Dept. Civ. Envir. and Arch. Engrg. University of Colorado Boulder Colo.
3. Anand S. C. and Rahman M. A. (1990). “Interface behavior in concrete block mortar joints—a comparison of analytical and experimental results.” Proc. 5th North Am. Masonry Conf. University of Illinois Urbana‐Champaign Ill. 475–486.
4. Arya S. K. and Hegemier G. A. (1978). “On nonlinear response prediction of concrete masonry assemblies.” Proc. North Am. Masonry Conf. Masonry Society Boulder Colo. 19.1–19.24.
5. Cundall P. A. (1971). “A computer model for simulating progressive large‐scale movements in block rock systems.” Proc. Int. Symp. Rock Fracture Nancy France II‐8.