Yazar "Adanur, Suleyman" için listeleme
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Ambient Vibration-Based System Identification of a Medieval Masonry Bastion for Health Assessment using Nonlinear Analyses
Altunisik, Ahmet Can; Genc, Ali Fuat; Gunaydin, Murat; Adanur, Suleyman; Okur, Fatih Yesevi (Walter De Gruyter Gmbh, 2018)Earthquakes have underlined the need for health monitoring and safety assessment of engineering structures in general and especially historical heritage. These structures can be exposed to many different loads such as ... -
Automated Model Updating of Historical Masonry Structures Based on Ambient Vibration Measurements
Altunisik, Ahmet Can; Okur, Fatih Yesevi; Genc, Ali Fuat; Gunaydin, Murat; Adanur, Suleyman (Asce-Amer Soc Civil Engineers, 2018)Finite-element (FE) model updating is a very effective procedure for determining the uncertainty parameters in a structural model and minimize differences between experimentally and analytically identified dynamic ... -
CFRP composite retrofitting effect on the dynamic characteristics of arch dams
Altunisik, Ahmet Can; Gunaydin, Murat; Sevim, Baris; Bayraktar, Alemdar; Adanur, Suleyman (Elsevier Sci Ltd, 2015)The purpose of this study is to investigate the effect of retrofitting dynamic characteristics of a damaged laboratory arch dam model, subsequently repaired with high-strength structural mortar and strengthened with composite ... -
Construction stage analysis of fatih sultan mehmet suspension bridge
Gunaydin, Murat; Adanur, Suleyman; Altunisik, Ahmet Can; Sevim, Baris (Techno-Press, 2012)In this study, it is aim to perform the construction stage analysis of suspension bridges using time dependent material properties. Fatih Sultan Mehmet Suspension Bridge connecting the Europe and Asia in Istanbul is selected ... -
Construction stage analysis of Humber Suspension Bridge
Adanur, Suleyman; Gunaydin, Murat; Altunisik, Ahmet Can; Sevim, Baris (Elsevier Science Inc, 2012)Suspension bridges are widely used as engineering structures to across long spans and give rise to the usage of domains under the bridge. In the finite element analyses of suspension bridges, it is assumed that the structure ... -
Determination of structural behavior of Bosporus suspension bridge considering construction stages and different soil conditions
Gunaydin, Murat; Adanur, Suleyman; Altunisik, Ahmet Can; Sevim, Baris; Turker, Emel (Techno-Press, 2014)In this paper, it is aimed to determine the structural behavior of suspension bridges considering construction stages and different soil conditions. Bosporus Suspension Bridge connecting the Europe and Asia in Istanbul is ... -
Dynamic Characteristics of an Arch Dam Model before and after Strengthening with Consideration of Reservoir Water
Altunisik, Ahmet Can; Gunaydin, Murat; Sevim, Baris; Bayraktar, Alemdar; Adanur, Suleyman (Asce-Amer Soc Civil Engineers, 2016)This technical note presents an investigation about the changing of dynamic characteristics of an arch dam model before and after strengthening considering reservoir water. To this end, an arch dam-reservoir-foundation ... -
Dynamic responses of industrial reinforced concrete chimneys strengthened with fiber-reinforced polymers
Karaca, Zeki; Turkeli, Erdem; Gunaydin, Murat; Adanur, Suleyman (Wiley-Blackwell, 2015)Industrial reinforced concrete (RC) chimneys are tall and slender structures that need repair and strengthening in their service lives. Fiber-reinforced polymers (FRPs) are continuously becoming a popular material that is ... -
Estimation of Elasticity Modulus of a Prototype Arch Dam Using Experimental Methods
Sevim, Baris; Altunisik, Ahmet Can; Bayraktar, Alemdar; Akkose, Mehmet; Adanur, Suleyman (Asce-Amer Soc Civil Engineers, 2012)Using experimental methods, this study presents the estimation of the dynamic and static ( secant) elasticity modules of a prototype arch dam. These experimental methods are ambient vibration tests, uniaxial compression ... -
Finite element model updating of an arch type steel laboratory bridge model using semi-rigid connection
Altunisik, Ahmet Can; Bayraktar, Alemdar; Sevim, Baris; Kartal, Murat Emre; Adanur, Suleyman (Techno-Press, 2010)This paper presents finite element analyses, experimental measurements and finite element model updating of an arch type steel laboratory bridge model using semi-rigid connections. The laboratory bridge model is a single ... -
Modal parameter identification of RC frame under undamaged, damaged, repaired and strengthened conditions
Altunisik, Ahmet Can; Karahasan, Olguhan Sevket; Genc, Ali Fuat; Okur, Fatih Yesevi; Gunaydin, Murat; Kalkan, Ebru; Adanur, Suleyman (Elsevier Sci Ltd, 2018)Structures are built on a design and then damaged in time by natural and manmade effects, repaired and strengthened for reusing. Determination of the structural behavior is very important to avoid future disaster. Operational ... -
Non-destructive testing of an ancient Masonry Bastion
Altunisik, Ahmet Can; Adanur, Suleyman; Genc, Ali Fuat; Gunaydin, Murat; Okur, Fatih Yesevi (Elsevier France-Editions Scientifiques Medicales Elsevier, 2016)Historical masonry structures have seismic vulnerability and most damages and demolishes arise from the seismic actions like earthquakes. In this paper, the structural behavior of Zaganos Bastion is examined with experimental ... -
Retrofitting Effect on the Dynamic Properties of Model-Arch Dam with and without Reservoir Water Using Ambient-Vibration Test Methods
Altunisik, Ahmet Can; Gunaydin, Murat; Sevim, Baris; Bayraktar, Alemdar; Adanur, Suleyman (Asce-Amer Soc Civil Engineers, 2016)Continuous health monitoring and regular condition assessment is of vital importance for engineering structures in general and especially for arch dams. These structures can be exposed to many different loads such as ... -
Sensitivity-Based Model Updating of Building Frames using Modal Test Data
Altunisik, Ahmet Can; Karahasan, Olguhan Sevket; Genc, Ali Fuat; Okur, Fatih Yesevi; Gunaydin, Murat; Adanur, Suleyman (Korean Society of Civil Engineers-Ksce, 2018)Model updating is of significant importance in the actual analyses of real structures. The differences between experimental and numerical dynamic characteristics can be minimized by means of this procedure. This procedure ... -
Stochastic finite element analysis of a cable-stayed bridge system with varying material properties
Cavdar, Ozlem; Bayraktar, Alemdar; Adanur, Suleyman (Elsevier Sci Ltd, 2010)Stochastic seismic finite element analysis of a cable-stayed bridge whose material properties are described by random fields is presented in this paper. The stochastic perturbation technique and Monte Carlo simulation (MCS) ... -
Time dependent changing of dynamic characteristics of laboratory arch dam model
Altunisik, Ahmet Can; SevIm, Baris; Bayraktar, Alemdar; Adanur, Suleyman; Gunaydin, Murat (Korean Society of Civil Engineers-Ksce, 2015)This paper investigates the time dependent changing of dynamic characteristics of laboratory arch dam models using ambient vibration test. For this aim, a prototype arch dam-reservoir-foundation model is constructed in ...
