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The Institute of Theoretical and Applied Mechanics
19
records found 1 - 10
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1.
Original version of the author's contribution as presented on USB, paper 4528.:
PDF
Accounting for Soil-Foundation-Structure Interaction in the Seismic Design of Reinforced Concrete Wall Structures on Shallow Foundations
Sotiriadis, Dimitrios
;
Sullivan, Timothy J.
The research findings made in recent years now mean that the prospect of accounting for soil-foundation-structure interaction within seismic design is becoming a viable r [...]
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2.
Original version of the author's contribution as presented on USB, paper 4073.:
PDF
Comparison of Loss Assessment Using Refined Analysis and Simplified Ddba Approach for An Existing Building in Italy
Romano, Daniel Saborio
;
Landi, Luca
The recently developed PEER Performance-Based Earthquake Engineering (PBEE) approach can be used to provide building owners and stakeholders with loss estimates, on which [...]
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3.
Original version of the author's contribution as presented on USB, paper 3705.:
PDF
Implications of a More Refined Damage Estimation Approach in the Assessment of RC Frames
O'Reilly, Gerard J.
;
Filiatrault, Andre
This paper examines the influence of different definitions of demand parameters for the seismic assessment of ductile RC frames. Fragility functions used in the performan [...]
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4.
Original version of the author's contribution as presented on USB, paper 2632.:
PDF
Illustrating a New Possibility for the Estimation of Floor Spectra in Nonlinear Multi-Degree of Freedom Systems
Welch, David P.
;
Sullivan, Timothy J.
The adequate consideration of acceleration demands in the seismic design of acceleration-sensitive nonstructural components, although challenging, has shown to be a key a [...]
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5.
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 [...]
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6.
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 [...]
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7.
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 [...]
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8.
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 [...]
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9.
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
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10.
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.
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