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The Institute of Theoretical and Applied Mechanics
11
records found 1 - 10
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1.
Original version of the author's contribution as presented on CD, section: .:
PDF
FEM SIMULATION OF THE EXPERIMENTAL RESPONSE OF AAC MASONRY INFILLS IN RC FRAMES
Milanesi, Riccardo Raimondo
;
Binici, Baris
Unreinforced masonry non-structural infills in RC structures are widely used in many countries. However, they are often designed with simplified methods which do not cons [...]
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2.
Original version of the author's contribution as presented on CD, section: [MS08] Seismic Safety Assessment of Structures .:
PDF
OVERLAPPING LATTICE SIMULATION OF CONCRETE GRAVITY DAM COLLAPSE SIMULATIONS
Albostan, Feyza Soysal
;
Binici, Baris
Estimating the collapse limit state of concrete gravity dams within the framework of performance based design is challenging due to the uncertainty in modelling the respo [...]
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3.
Original version of the author's contribution as presented on USB, paper 3087.:
PDF
Seismic Behaviour of RC Frames Infilled With Different Techniques
Demirel, Ozan
;
Yakut, Ahmet
Besides their primary implementation as heat isolation and partitioning off the living space, infill walls have great potential to influence building response during seis [...]
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4.
Original version of the author's contribution as presented on USB, paper 2235.:
PDF
Testing of An Existing Two Story Masonry Building Under Lateral Loads
Canbay, Erdem
;
Binici, Baris
Masonry structures constitute a significant portion of the building stock in many countries with high seismic regions. Understanding the load carrying mechanisms of such [...]
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5.
Original version of the author's contribution as presented on CD, section: MS 14 Innovative vs. Conventional Retrofitting of Existing Buildings.:
PDF
The Effect of Infill Wall on Seismic Performance of Deficient RC Structures
Akpinar, U.
;
Binici, B.
This study investigates the possible adverse effects of the infill walls on the seismic response of the deficient reinforced concrete structures. It is shown herein that [...]
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6.
Original version of the author's contribution as presented on CD, section: MS 14 Innovative vs. Conventional Retrofitting of Existing Buildings.:
PDF
A Case Study of Strengthening of Deficient RC Building with Internal Steel Frame
Ozcelik, R.
;
Binici, B.
This study examines the strengthening of existing deficient reinforced concrete (RC) building by using internal steel frame (ISF). Test results indicated that ISF increas [...]
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7.
Original version of the author's contribution as presented on CD, section: Seismic safety assessment of structures - iii (MS).:
PDF
Seismic analysis of a concrete face rockfill dam
Arici, Y.
;
Binici, B.
Concrete face rockfill dam (CFRD) is a highly preferred choice among different structural systems for dams due to its comparative advantages of lower cost and faster cons [...]
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8.
Original version of the author's contribution as presented on CD, Paper ID: 12-01-0045.:
PDF
Economical Seismic Retrofit Schemes for Vulnerable RC Buildings with Infill-Brick Wall Using New FRP Technologies
Binici, Baris
;
Kobayashi, Katsumi
The idea of using FRPs for seismic retrofit of hollow brick infill walls of deficient RC frames was developed within the last decade. In those studies, surface bonded FRP [...]
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9.
Original version of the author's contribution as presented on CD, paper No. 3113.:
PDF
Seismic Retrofitting of Deficient RC Structures with Internal Steel Frames by Using Pseudo Dynamic Testing Procedure
Ozcelik, Ramazan
;
Kurc, Ozgur
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10.
Original version of the author's contribution as presented on CD, paper No. 2621.:
PDF
Collapse prevention of infill-brick wall of RC frames with FRP Stitching Technology
Kobayash, K.
;
Binici, Baris
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The Institute of Theoretical and Applied Mechanics :
11
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Binici, Baris
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