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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: .: PDF INELASTIC CYCLIC NUMERICAL ANALYSIS OF STEEL STRUTS USING DISTRIBUTED PLASTICITY APPROACH Kanyilmaz, Alper This paper presents a comparison between two different modeling approaches: Refined FE modeling using volumetric elements, and fiber modeling using beam elements with dis [...] Detailed record - Similar records
3.	Original version of the author's contribution as presented on CD, section: .: PDF PERFORMANCE OF MULTI-STOREY COMPOSITE STEEL - CONCRETE FRAMES WITH DISSIPATIVE FUSE DEVICES Kanyilmaz, Alper ; Castiglioni, Carlo Andrea Repair work of conventional steel-concrete composite frames can be very expensive, sometimes impossible due to practical problems. EU-funded research project FUSEIS (RFCS [...] Detailed record - Similar records
4.	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 A PROCEDURE FOR THE ASSESSMENT OF THE BEHAVIOUR FACTOR FOR STEEL MRF SYSTEMS BASED ON PUSHOVER ANALYSIS Castiglioni, Carlo A. ; Kanyilmaz, Alper To calculate the behaviour factor by means of a re-analysis of a pushover curve, each modern seismic code defines the reference parameters in a different way which result [...] Detailed record - Similar records
5.	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
6.	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
7.	Original version of the author's contribution as presented on CD, paper No. 3512.: PDF Numerical and Experimental Results of Project FUSEIS (Seismic Resistant Composite Steel Frames) Castiglioni, Carlo ; Gonçalves, Roberto Detailed record - Similar records
8.	Original version of the author's contribution as presented on CD, paper No. 3514.: PDF A new approach for the Seismic Isolation Methods for Ancient Statues Displayed in Base Isolated Museums Castiglioni, Carlo ; Kanyilmaz, Alper Detailed record - Similar records

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2	Kanyilmaz, A.

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