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Earthquake damage assessment of 1-story precast industrial buildings using damage probability matrices
(Springer Netherlands, 2019)
In this study, risk assessment of 1-story precast building is conducted in probabilistic manner by using damage probability matrices (DPMs). Peak ground velocity (PGV) is used as reference ground motion parameter to associate ...
Fuzzy rule based seismic risk assessment of one-story precast industrial buildings
(Springer, 2019)
Efficient tools capable of using uncertain data to produce fast and approximate results are more practical in rapid decision-making applications when compared to conventional methods. From this point of view, this study ...
Assessment of one story existing precast industrial buildings in Turkey based on fragility curves
(Springer, 2017)
In this study, seismic assessment of one story precast industrial buildings that constitute majority of industrial facilities in Turkey was investigated by using probabilistic approach. For this purpose, 98 one story precast ...
Statistical evaluation of maximum displacement demands of SDOF systems by code-compatible nonlinear time history analysis
(Elsevier, 2018-12)
By the developments in structural and earthquake engineering, modern seismic codes have begun to recommend nonlinear static and dynamic procedures to approximate the maximum displacement demands which have uttermost ...
A statistical assessment on global drift ratio demands of mid-rise RC buildings using code-compatible real ground motion records
(Springer, 2018-11)
Over the past 20years, significant socio-economic losses have been encountered in Turkey due to several moderate to large earthquakes. The studies published after the earthquakes concurringly emphasized that multistory ...
Correlation of earthquake intensity measures and spectral displacement demands in building type structures
(Elsevier Science, 2019)
Seismic damage and its correlation with the earthquake intensity measures (IMs) are important for both record selection and probabilistic seismic risk assessment studies. A lot of studies considering the various structural ...
Flexural Response Prediction of Reinforced Concrete Members Based on Statistical Observations
(Springer, 2017)
Seismic assessment of reinforced concrete (RC) structures requires the determination of inelastic deformation capacity of structural members. Inelastic deformation capacity of members is determined by performing analytical ...
Investigation of shear effects on the capacity and demand estimation of RC buildings
(Techno-Press, 2016)
Considerable part of reinforced concrete building has suffered from destructive earthquakes in Turkey. This situation makes necessary to determine nonlinear behavior and seismic performance of existing RC buildings. Inelastic ...