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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 [...] Detailed record - Similar records
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 [...] Detailed record - Similar records
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 [...] Detailed record - Similar records
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 [...] Detailed record - Similar records
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 [...] Detailed record - Similar records
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 [...] Detailed record - Similar records
7.	Original version of the author's contribution as presented on CD, paper No. 3665.: PDF DCL Design of Reinforced Concrete Moment Resisting Frames Can be unsafe Plumier, André ; Ngoc, Dung Phung Detailed record - Similar records
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 Detailed record - Similar records
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. Detailed record - Similar records
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. Detailed record - Similar records

See also: similar author names
9	Degee, H.
12	Degèe, Hervè
9	Degée, H.
12	Degée, Hervé

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