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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: MS 27 Steel Structures Under Dynamic and Seismic Loading.: PDF Nonlinear Dynamic Response of Dissipative Devices for Seismic Resistant Steel Frames: Experimental Behaviour and Numerical Simulation Kanyilmaz, A. ; Rauert, T. This study presents the preliminary numerical and experimental results of the project Fuseis carried out with the financial grant of the Research Programme of the Researc [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, section: MS 24 Seismic Assessment of Heritage Structures and Monuments Through Simulation.: PDF Three Dimensional Nonlinear Dynamic Modeling of a Vertically Isolated Ancient Statue Displayed in a Base Isolated Museum Building Castiglioni C., A. ; Kanyilmaz, A. This research concerns with the question of how the seismic isolation methods can be applied efficiently to protect the ancient statues under both horizontal and vertical [...] Detailed record - Similar records

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