1. Al Muti A. M. (1970). “Post‐elastic response of mild steel beams to static and dynamic loading ” dissertation presented to the University of Michigan Ann Arbor Mich. in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
2. Aseismic design implications of near-fault san fernando earthquake records
3. Chang K. C. and Lee G. C. (1986). “Strain rate effect on the stress strain behavior of structural steel under seismic loading conditions.” Proc. 3rd U.S. Nat. Conf. on Earthquake Engrg. II Earthquake Engineering Research Institute 1451–1456.
4. Galambos T. V. and Mayes R. L. (1978). “Dynamic tests of a reinforced concrete building.” Report No. 51 Dept. of Civ. Engrg. Washington Univ. St. Louis Mo.