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1.	Original version of the author's contribution as presented on USB, paper 1526.: PDF An Alternative Seismic Hazard Definition for Structures Sensitive To Bi-Directional Earthquake Excitation Sullivan, Timothy ; Nievas, Cecilia Although earthquake ground motions are complex three-dimensional phenomena, the seismic design of a structure is usually carried out considering horizontal ground shaking [...] Detailed record - Similar records
2.	Original version of the author's contribution as presented on CD, Paper ID: 08-02-0082.: PDF P-Delta Effects on Tall RC Frame-Wall Buildings Sullivan, Timothy J ; Calvi, Gian M. Current international design codes impose limits on the P-delta ratio, which appear to have been set to ensure a minimum reloading stiffness during cyclic response and wi [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, Paper ID: 05-01-0213.: PDF Study of the Behaviour of Slab-Coupled T-Shaped RC Walls Smyrou, Elent ; Calvi, G.Michele In this paper, a number of 3-dimensional nonlinear finite element models of two T-shaped walls coupled by slab are created using 2-dimensional elements, varying in each o [...] Detailed record - Similar records
4.	Original version of the author's contribution as presented on CD, Paper ID: 05-01-0215.: PDF Dynamic Behaviour of T-Shaped RC Walls Designed with Direct Displacement-Based Design Smyrou, Elent. ; Calvi, G.Michele The behaviour of T-section walls in the direction parallel to the web is characterised by different strength and stiffness in the two possible loading directions, with th [...] Detailed record - Similar records
5.	Original version of the author's contribution as presented on CD, Paper ID: 05-01-0212.: PDF Determination of Ductility Capacity and Other Section Properties of T-Shaped RC Walls in Direct Displacement-Based Design Smyrou, Elent. ; Calvi, G.Michele In this paper, the behaviour of T-shaped walls is determined by examining the relative effect of the web-flange ratio, the reinforcement percentage and the axial load on [...] Detailed record - Similar records
6.	Original version of the author's contribution as presented on CD, paper No. 5312.: PDF Prediction of Higher-Mode Response of Tall RC Wall Buildings Pennucci, D. ; Calvi, Gian Michele Detailed record - Similar records
7.	Original version of the author's contribution as presented on CD, paper No. 4291.: PDF Towards a direct displacement-based design procedure for cold-formed steel frame / wood panel shear walls Alaee, Seyed Ali Moayed ; Rogers, Colin A. Detailed record - Similar records
8.	Original version of the author's contribution as presented on CD, paper No. 4135.: PDF Development of a Computer Program for Direct Displacement-Based Design Sullivan, Timothy J. ; Calvi, Gian Michele Detailed record - Similar records
9.	Original version of the author's contribution as presented on CD, paper No. 4105.: PDF Characteristics Affecting the Vulnerability of Soft Storey Mechanisms Beigi, Hossein Agha ; Christopoulos, Constantin Detailed record - Similar records
10.	Original version of the author's contribution as presented on CD, paper No. 4054.: PDF Towards a Direct Displacement-Based Loss Assessment Methodology for RC Frame Buildings Welch, David ; Calvi, Gian Michele Detailed record - Similar records

See also: similar author names
2	Sullivan, T.
1	Sullivan, Tim
1	Sullivan, Timothy J
17	Sullivan, Timothy J.
1	Sullivan, Timothy.J.

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