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Untitled
The Institute of Theoretical and Applied Mechanics
12
records found 1 - 10
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1.
Original version of the author's contribution as presented on CD, section: .:
PDF
A PRELIMINARY ASSESSMENT OF SLENDERNESS AND OVERSTRENGTH HOMOGENEITY CRITERIA USED IN THE DESIGN OF CONCENTRICALLY BRACED STEEL FRAMES IN MODERATE SEISMICITY
Kanyilmaz, Alper
;
Martin, Pierre-Olivier
Concentrically braced frames (CBF) represent a very effective structural form against horizontal loading. They provide high lateral resistance at the same time limiting l [...]
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2.
Original version of the author's contribution as presented on CD, section: [MS09] WORKSHOP OF THE INNOSEIS PROJECT- Innovative anti-seismic devices for buildings .:
PDF
DESIGN AND ASSESSMENT OF SEISMIC RESISTANT BUILDINGS COMPRISING DISSIPATIVE U-DEVICES
Degee, Herve
;
Plumier, Andre
In the framework of the research project INERD (two Innovations for Earthquake Resistant Design), a new U-shaped dissipative system was developed. This device is composed [...]
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3.
Original version of the author's contribution as presented on USB, paper 446.:
PDF
Optimal Design of Concentrically Braced Steel Frames in Moderate Earthquake Areas
Henriques, Jose
;
Degee, Herve
The purpose of the present contribution is to summarize the results achieved in the frame of the research project MEAKADO funded by the Research Fund for Coal and Steel o [...]
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4.
Original version of the author's contribution as presented on USB, paper 3271.:
PDF
Full Scale Experimental Assessment of Concentrically Braced Steel Frames Designed for Moderate Seismicity
Castiglioni, Carlo
;
Degee, Herve
Concentrically braced frames (CBF) represent a very effective structural form against horizontal loading, providing high lateral resistance at the same time limiting late [...]
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5.
Original version of the author's contribution as presented on USB, paper 327.:
PDF
Effective Initial Stiffness and Deformation of Recycled Aggregate Concrete Columns Under Seismic Loads
Cai, Gaochuang
;
Degée, Hervé
This paper deals with the effective initial stiffness and lateral deformation capacity of recycled aggregate concrete (RAC) columns under seismic loads based on existing [...]
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6.
Original version of the author's contribution as presented on CD, Paper ID: S18-025.:
PDF
Experimental Investigation on Non-Engineered Masonry Houses in Low to Moderate Seismicity Areas
Degée, Hervé
;
Coelho, Ema
This paper presents the results of shaking table tests performed on two full-scale masonry houses typical from North-European countries. The main objective of the study w [...]
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7.
Original version of the author's contribution as presented on CD, paper No. 3665.:
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DCL Design of Reinforced Concrete Moment Resisting Frames Can be unsafe
Plumier, André
;
Ngoc, Dung Phung
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8.
Original version of the author's contribution as presented on CD, paper No. 2737.:
PDF
Behaviour and design of innovative hybrid coupled shear walls for steel buildings in seismic areas
Zona, A.
;
Degée, Hervé
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9.
Original version of the author's contribution as presented on CD, paper No. 2703.:
PDF
A simple computational tool for the verification of concrete walls reinforced by embedded steel profiles.
Bogdan, T.
;
Campian, C.
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10.
Original version of the author's contribution as presented on CD, paper No. 2275.:
PDF
Seismic performance of thin-bed layered masonry Walls made of clay blocks and comprising a door Opening
Degée, Hervé
;
Vasseur, L.
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