Μεγάλος αριθμός έργων πολιτικού μηχανικού αναπτύσσουν μηχανισμούς ολίσθησης. Η ευστάθεια πρανούς που καταπονείται από σεισμικές διεγέρσεις είναι ένα πρόβλημα που απασχόλησε πληθώρα μελετητών κατά την διάρκεια των χρόνων και οδήγησε στην ανάπτυξη διαφόρων μεθόδων για την εκτίμηση των μόνιμων παραμορφώσεων με το πέρας της κίνησης. Σκοπός της παρούσας εργασίας είναι να μελετήσει το φαινόμενο της ασύμμετρης ολίσθησης πρανούς προσομοιώνοντάς το, με ένα μοντέλο που αναπτύχθηκε το 1965 από τον Newmark και να καταδείξει το μέγεθος των μετατοπίσεων που αναπτύσσονται , το πώς η πολικότητα του σεισμού επηρεάζει την συμπεριφορά του πρανούς καθώς και την περεταίρω μελέτη που επιβάλλεται να διεξαχθεί. Αναπτύσσεται αναλυτικά η λογική της κίνησης καθώς και οι τρόποι προσέγγισης του προβλήματος, μία λύση κλειστής μορφής και μία με το μοντέλο Bouc- Wen, διερευνούνται οι παράμετροι που επηρεάζουν το πρόβλημα και τέλος παρατίθενται αφενός τα αποτελέσματα συγκριτικά με αυτά της βιβλιογραφίας και αφετέρου των αναλύσεων πλήθους σεισμικών διεγέρσεων εγγύς πεδίου. / Numerous civil engineer’s applications develop sliding mechanisms. Slope’s stability under seismic excitations is a problem that was investigated by several researchers in recent years and led to the development of various methods for the estimation of permanent displacement by the end of the motion. The current study examines the slope’s asymmetric sliding by Newmark’s analogue, calculates the residual slippage, shows how polarity affects slope’s behavior and suggests further analysis. The concept of behavior is analysed thoroughly, the two approaches of the problem are presented (a closed form solution and a Bouc-Wen Model analysis), the parameters of the problem are investigated and eventually, a literature comparison and analysis results are listed.

The analysis procedures employed in earthquake engineering can be classified as linear static, linear dynamic, nonlinear static and nonlinear dynamic. Linear procedures are usually referred to as force controlled and require less analysis time and less computational effort. On the other hand, nonlinear procedures are referred to as deformation controlled and they are more reliable in characterizing the seismic performance of buildings. However, there is still a great deal of unknowns for nonlinear procedures, especially in modelling the reinforced concrete structures. Turkey ranks high among all countries that have suffered losses of life and property due to earthquakes over many centuries. These casualties indicate that, most regions of the country are under seismic risk of strong ground motion. In addition to this phenomenon, recent studies have demonstrated that near fault ground motions are more destructive than far-fault ones on structures and these effects can not be captured effectively by recent nonlinear static procedures. The main objective of this study is developing a simple nonlinear dynamic analysis procedure which is named as &ldquo / Dynamic Pull Analysis&rdquo / for estimating the seismic response of multi degree of freedom (MDOF) systems. The method is tested on a six-story reinforced concrete frame and a twelve-story reinforced concrete frame that are designed according to the regulations of TS-500 (2000) and TEC (1997).

Maximum interstory drift and the distribution of this drift along the height of the structure are the main causes of structural and nonstructural damage in frame type buildings subjected to earthquake ground motions. Estimation of maximum interstory drift ratio is a good measure of the local response of buildings. Recent earthquakes have revealed the susceptibility of the existing building stock to near-fault ground motions characterized by a large, long-duration velocity pulse. In order to find rational solutions for the destructive effects of near fault ground motions, it is necessary to determine drift demands of buildings. Practical, applicable and accurate methods that define the system behavior by means of some key parameters are needed to assess the building performances quickly instead of detailed modeling and calculations. In this study, simple equations are proposed in order for the determination of the elastic interstory drift demand produced by near fault ground motions on regular and irregular steel frame structures. The proposed equations enable the prediction of maximum elastic ground story drift ratio of shear frames and the maximum elastic ground story drift ratio and maximum elastic interstory drift ratio of steel moment resisting frames. In addition, the effects of beam to column stiffness ratio, soft story factor, stiffness distribution coefficient, beam-to-column capacity ratio, seismic force reduction factor, ratio of pulse period to fundamental period, regular story height and number of stories on elastic and inelastic interstory drift demands are investigated in detail. An equation for the ratio of maximum inelastic interstory drift ratio to maximum elastic interstory drift ratio developed for a representative case is also presented.