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> Search Results: Kanyilmaz, A.
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The Institute of Theoretical and Applied Mechanics
10
records found
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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: .:
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 [...]
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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 [...]
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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 [...]
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5.
Original version of the author's contribution as presented on USB, paper 446.:
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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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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 [...]
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7.
Original version of the author's contribution as presented on CD, section: MS 27 Steel Structures Under Dynamic and Seismic Loading.:
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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 [...]
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8.
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 [...]
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9.
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
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10.
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
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Kanyilmaz, Alper
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