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The Institute of Theoretical and Applied Mechanics
11
records found 1 - 10
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1.
Original version of the author's contribution as presented on CD, section: .:
PDF
INFLUENCE OF CONNECTIONS MODELING ON THE SEISMIC BEHAVIOUR OF INDUSTRIAL BUILDINGS
Tassotti, Luca
;
Ragni, Laura
Many industrial buildings with a precast concrete structure have been designed in accordance with non-seismic provisions by considering only gravity loads or, in some oth [...]
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2.
Original version of the author's contribution as presented on CD, section: [MS18] Modeling the Nonlinear Behavior of Structures .:
PDF
RINTC PROJECT: NONLINEAR ANALYSES OF ITALIAN CODE-CONFORMING BASE-ISOLATED BUILDINGS FOR RISK OF COLLAPSE ASSESSMENT
Cardone, Dontello
;
Ragni, Laura
This paper reports on the results of an ongoing Research Project aimed at computing the risk of collapse of new buildings conforming to the Italian Seismic Design Code. C [...]
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3.
Original version of the author's contribution as presented on USB, paper 4258.:
PDF
Seismic Reliability of Multi-Storey Buildings Equipped With Viscous Dampers
Tubaldi, Enrico
;
Dall'Asta, Andrea
Viscous dampers are energy dissipation devices widely employed for the seismic control of new and existing building frames. To date, the performance of systems equipped w [...]
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4.
Original version of the author's contribution as presented on USB, paper 4256.:
PDF
An Evaluation of Stress-Softening Behaviour of Hdnr Bearings on the Seismic Response of Base-Isolated Structures
Ahmadi, Hamid
;
Tubaldi, Enrico
In the last few decades, high damping natural rubber (HDNR) bearings have been extensively employed for seismic isolation of bridges and buildings because of their low ho [...]
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5.
Original version of the author's contribution as presented on CD, section: CD-MS 04 PERFORMANCE-BASED ENGINEERING AND RELIABILITY-BASED DESIGN .:
PDF
Gradient-Based Study on Seismic Performance Reduction of Steel Braced Frames Due To Irregular Brace Over-Strength Distributions
Dall'Asta, A.
;
Ragni, L.
In this paper a general sensitivity-based gradient methodology developed to investigate the relation between seismic performance reduction and regularity of brace overstr [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: S02-011.:
PDF
Dissipative Braces Based on High Damping Rubber: Analysis and Design
Dall'Asta, Adrea
;
Tubaldi, E.
Viscoelastic devices have proven to be very efficient devices for new buildings and seismic retrofitting of existing structures. They are usually obtained by using copoly [...]
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7.
Original version of the author's contribution as presented on CD, Paper ID: S14-016.:
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A Design Method for Steel Frames Equipped with Buckling Restrained Braces
Dall'Asta, Andrea
;
Zona, A.
In this paper a design method for buckling-restrained braced steel frames is examined. The proposed method aims to obtain an uniform yielding of all Buckling Restrained B [...]
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8.
Original version of the author's contribution as presented on CD, Paper ID: 12-01-0083.:
PDF
Validation of a HDR-Based Device Model By Experimental Tests on a Steel-Concrete Composite Frame
Dall'Asta, Andrea
;
Ragni, Laura
High Damping Rubber (HDR), commonly used for seismic isolation devices, may also be used to produce passive dissipation devices. HDR-based devices have a number of advant [...]
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9.
Original version of the author's contribution as presented on CD, Paper ID: 05-02-0138.:
PDF
Influence of Abutment Restraints on the Seismic Response of Multi-Span Continuous Bridges
Dall'Asta, Andrea
;
Ragni, Laura
The performance of multi-span steel-concrete composite bridges in recent seismic events has shown that these structures are very sensitive to earthquake loading. Extensiv [...]
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10.
Original version of the author's contribution as presented on CD, paper No. 2424.:
PDF
Influence of brace over-strength distributions on the seismic response of steel braced frames
Zona, A.
;
Ragni, L.
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The Institute of Theoretical and Applied Mechanics :
11
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Ragni, Laura
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