Search Results - "Ateş, Şevket"
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Evaluation of Dynamic and Fatigue Behavior of Damaged Steel Beams Strengthened with Different Types of Techniques and a New Strengthening Method Proposal
Published in Arabian journal for science and engineering (2011) (01-04-2024)“…In recent years, the use of carbon fiber-reinforced polymers to strengthen fatigue-damaged steel beams has increased significantly as an alternative to…”
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The effect of post-tensioning force and different cable arrangements on the behavior of cable-stayed bridge
Published in Structures (Oxford) (01-10-2022)“…In this study, the effect of the Post Tensioning Force (PTF) applied to the stay-cables and different cable arrangements on the behavior of cable-stayed…”
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Seismic damage assessment of masonry buildings in Elazığ and Malatya following the 2020 Elazığ-Sivrice earthquake, Turkey
Published in Bulletin of earthquake engineering (01-04-2021)“…On January 24 at 8.55p.m, a major earthquake of moment magnitude M w = 6.8 struck the Sivrice district of Elazığ, located in the southwest of the Eastern…”
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The Effect of CFRP Application on the Strength and Dynamic Characteristic of Unreinforced Masonry Wall
Published in Iranian journal of science and technology. Transactions of civil engineering (2024)“…This paper presents the results of experimental and analytical investigations of an unreinforced masonry wall (URM) exposed to continuous tensile-compressive…”
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Nonlinear dynamic analysis of base isolated cable-stayed bridge under earthquake excitations
Published in Soil dynamics and earthquake engineering (1984) (01-11-2014)“…In this paper, it is aimed to determine the earthquake effects on cable-stayed bridge isolated by single concave friction pendulum bearings (SCFP). In this…”
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Dynamic analyses of experimentally-updated FE model of historical masonry clock towers using site-specific seismic characteristics and scaling parameters according to the 2018 Turkey building earthquake code
Published in Engineering failure analysis (01-11-2019)“…This paper presents a dynamic analysis considering site-specific seismic characteristics for a masonry clock tower located at the city of Çorum, Turkey…”
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Lateral buckling failure of steel cantilever roof of a tribune due to snow loads
Published in Engineering failure analysis (01-02-2017)“…This paper presents lateral buckling failures of laterally unrestrained steel cantilever roof of a tribune with slender cross section under snow load. A…”
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Field Investigation on the Performance of Mosques and Minarets during the Elazig-Sivrice Earthquake
Published in Journal of performance of constructed facilities (01-12-2020)“…AbstractThe aim of this paper is to present the field investigation and performance assessment of the mosques and minarets constructed around the cities of…”
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9
effect of reservoir length on seismic performance of gravity dams to near- and far-fault ground motions
Published in Natural hazards (Dordrecht) (01-02-2010)“…In this article, the effect of reservoir length on seismic performance of gravity dams to near- and far-fault ground motions is investigated. For this purpose,…”
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10
Effect of Construction Errors on the Snow-Induced Failure of a Tribune’s Columns and Roof
Published in Journal of performance of constructed facilities (01-06-2017)“…AbstractThis paper aims to present an investigation about the effect of construction errors on the snow-induced failure of tribune columns and roof. The…”
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Ambient vibration based seismic evaluation of isolated Gülburnu highway bridge
Published in Soil dynamics and earthquake engineering (1984) (01-11-2011)“…This paper describes ambient vibration based seismic evaluation procedure of an isolated highway bridge. The procedure includes finite element modeling,…”
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Effectiveness of Soil–Structure Interaction and Dynamic Characteristics on Cable-Stayed Bridges Subjected to Multiple Support Excitation
Published in International journal of steel structures (01-06-2018)“…The purpose of the study is to determine the effects of multiple support excitations (MSE) and soil–structure interaction (SSI) on the dynamic characteristics…”
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Stochastic dynamic response of dam–reservoir–foundation systems to spatially varying earthquake ground motions
Published in Soil dynamics and earthquake engineering (1984) (01-03-2009)“…In this paper, stochastic dynamic responses of dam–reservoir–foundation systems subjected to spatially varying earthquake ground motions are investigated using…”
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14
Nonlinear analysis of rock-fill dams to non-stationary excitation by the stochastic Wilson- θ method
Published in Applied mathematics and computation (15-12-2007)“…The objective of this investigation is to predict the nonlinear response of a rock-fill dam subjected to non-stationary excitation by using the finite element…”
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The Effect of Strand Configuration on Stress Distribution and Debonding Parameters of Prestressed Girder After Detensioning
Published in Düzce Üniversitesi bilim ve teknoloji dergisi (Online) (01-04-2018)“…The aim of this paper is to examine the effect of strand configuration on stress distribution and debonding parameters of precast, pretensioned concrete…”
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Eff ectiveness of Soil–Structure Interaction and Dynamic Characteristics on Cable-Stayed Bridges Subjected to Multiple Support Excitation
Published in International journal of steel structures (01-06-2018)“…The purpose of the study is to determine the eff ects of multiple support excitations (MSE) and soil–structure interaction (SSI) on the dynamic characteristics…”
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Öngerme Kablo Düzeninin Aktarma Dönemi Sonrası Kirişin Gerilme ve Kılıflama Parametremeleri Üzerindeki Etkisi
Published in Düzce Üniversitesi bilim ve teknoloji dergisi (Online) (01-04-2018)“…Bu çalışmada ön döküm öngerilmeli beton kirişlerde öngerilme kuvvetinin öngerme kablolarından betona aktarılmasından sonra öngerme kablo düzeninin gerilme…”
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Öngerme Kablo Düzeninin Aktarma Dönemi Sonrası Kirişin Gerilme ve Kılıflama Parametremeleri Üzerindeki Etkisi
Published in Düzce Üniversitesi bilim ve teknoloji dergisi (Online) (01-04-2018)“…Bu çalışmada ön döküm öngerilmeli beton kirişlerde öngerilme kuvvetinin öngerme kablolarından betona aktarılmasından sonra öngerme kablo düzeninin gerilme…”
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