T
T.M. Roberts
Researcher at University of Wales
Publications - 8
Citations - 464
T.M. Roberts is an academic researcher from University of Wales. The author has contributed to research in topics: Shear wall & Nonlinear system. The author has an hindex of 7, co-authored 8 publications receiving 417 citations.
Papers
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Journal ArticleDOI
Hysteretic characteristics of unstiffened perforated steel plate shear panels
T.M. Roberts,Saeid Sabouri-Ghomi +1 more
TL;DR: In this paper, a series of quasti-static cyclic loading tests on unstiffened steel plate shear panels, with centrally placed circular openings, was described, and all the panels tested exhibited adequate ductility and stable S-shaped hysteresis loops, with the energy absorbed per cycle increasing with the maximum amplitude of the shear displacement.
Journal ArticleDOI
Hysteretic characteristics of unstiffened plate shear panels
T.M. Roberts,S.Sabouri Ghomi +1 more
TL;DR: In this article, a series of quasi-static cyclic loading tests on unstiffened plate shear panels is described, and a theoretical model for predicting the hysteretic characteristics is presented, which incorporates the influences of shear buckling of the web plate and plastic yielding of the Web plate and surrounding frame.
Journal ArticleDOI
Nonlinear dynamic analysis of steel plate shear walls including shear and bending deformations
Saeid Sabouri-Ghomi,T.M. Roberts +1 more
TL;DR: In this paper, a nonlinear analysis of the dynamic response of thin steel plate shear walls, based on a finite difference solution of the governing differential equations of motion, is presented.
Journal ArticleDOI
Nonlinear dynamic analysis of thin steel plate shear walls
Saeid Sabouri-Ghomi,T.M. Roberts +1 more
TL;DR: A nonlinear analysis of the dynamic response of thin steel plate shear walls, with fixed beam to column connections, based on a finite difference solution of the governing differential equation of motion, is presented in this paper.
Journal ArticleDOI
Nonlinear finite difference analysis of composite beams with partial interaction
R.I.M. Al-Amery,T.M. Roberts +1 more
TL;DR: A general formulation for the analysis of composite beams with partial interaction, including the influence of slip and separation at the interface between the two materials and nonlinear material and shear connector behaviour, is developed in this paper.