A Study of the Progressive Degradation of Masonry Shear Walls Subjected to Harmonic Loading by John Nichols, Bachelor of Engineering (Civil, Honours I.) A Thesis submitted to the University of Newcastle in partial fulfilment of the requirements for the degree of Doctor of Philosophy. October 2000.
A Study of the Progressive Degradation of Masonry Shear Walls Subjected to Harmonic Loading.pdf
Jul 27, 2023
This masonry research investigated the differences in the static and dynamic stiffness for the seismic range of loads and frequencies for a pressed clay masonry wythe. The effective stiffness has been defined in Newtonian physics and Damage Mechanics. This research used the concept of measured stiffness defined as the measured stress field divided by the measured strain field
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