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Comparison of the dynamic responses of gülburnu highway bridge using single and triple concave friction pendulums
Yurdakul M.; Ates S.; Altunisik A.C. (Techno Press, 2014)The main object of this study is to determine and compare the structural behavior of base isolated long span highway bridge, Gülburnu Highway Bridge, using single concave friction pendulum (SCFP) and triple concave friction ... -
Damages on reinforced concrete buildings due to consecutive earthquakes in Van
Ates S.; Kahya V.; Yurdakul M.; Adanur S. (2013)Consecutive earthquakes occurred on October 23rd, 2011 in Ercis and on November 9th, 2011 in Edremit that are townships located 90. km and 18. km far from Van city in Turkey, respectively. A total of 28,000 buildings were ... -
Modeling of triple concave friction pendulum bearings for seismic isolation of buildings
Yurdakul M.; Ates S. (Techno Press, 2011)Seismic isolated building structures are examined in this study. The triple concave friction pendulum (TCFP) is used as a seismic isolation system which is easy to be manufactured and enduring more than traditional seismic ... -
Nonlinear dynamic analysis of base isolated cable-stayed bridge under earthquake excitations
Atmaca B.; Yurdakul M.; Ateş T. (Elsevier Ltd, 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 context, Manavgat cable-stayed bridge is selected as a numerical ... -
Site-response effects on RC buildings isolated by triple concave friction pendulum bearings
Ates S.; Yurdakul M. (Techno Press, 2011)The main object of this study is to evaluate the seismic response effects on a reinforced concrete building isolated by triple concave friction pendulum (TCFP) bearings. The site-response effects arise from the difference ... -
Stochastic responses of isolated bridge with triple concave friction pendulum bearing under spatially varying ground motion
Yurdakul M.; Ates S. (Techno Press, 2018)This study aims to investigate the stochastic response of isolated and non-isolated highway bridges subjected to spatially varying earthquake ground motion model. This model includes wave passage, incoherence and site ...