ORCID "OKUR, Fatih Yesevi / 0000-0003-2402-144X" Araştırma Çıktıları | TR-Dizin | WoS | Scopus | PubMed 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 Effect on the Linear and Nonlinear Dynamic Responses of Historical Masonry Structures
Altunisik, A. C.; Okur, F. Y.; Genc, A. F.; Guenaydin, M.; Karahasan, O. (Springer, 2018)Finite element models supply the simulation of the problems to obtain the structural behaviors under different loading conditions. The updating processes based on changing the uncertain parameters such as material properties, ... -
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 ... -
Dynamic response of a historical armory building using the finite element model validated by the ambient vibration test
Altunisik, Ahmet Can; Genc, Ali Fuat; Gunaydin, Murat; Okur, Fatih Yesevi; Karahasan, Olguhan Sevket (Sage Publications Ltd, 2018)In this paper, the aim was to determine the nonlinear dynamic response of historical masonry armory buildings using a validated finite element model. Eight ambient vibration tests were conducted on the building, using three ... -
An Investigation of the Seismic Behaviour of an Ancient Masonry Bastion Using Non-Destructive and Numerical Methods
Altunisik, A. C.; Adanur, S.; Genc, A. F.; Gunaydin, M.; Okur, F. Y. (Springer, 2017)Determining the structural behavior of masonry structures is a challenge due to their lack of homogeneity. The seismic behavior of masonry structures is especially complex. The aim of this study was to examine the structural ... -
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 ... -
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 ...