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Conception parasismique robuste de bâtiments à base d'assemblages boulonnés

Abstract : The performance assessment procedure of civil engineering structures subjected to earthquakes involves the development of mathematical models and nonlinear dynamic analysis procedures to estimate seismic responses. The hysteretic behavior of structures was known to be strongly dependent on the connection model. In the case of cyclic loading, cyclic hardening, low cycle fatigue phenomena and deterioration of the behavior due to stiffness degradation were found to be important. This eventually led to high uncertainty in the responses of system. In this context, a Fatigue Damage-Based Hysteretic model is developed to evaluate the seismic performance of steel moment-resisting frames with end-plate connections. The developed model is a degrading hysteretic model based on the low cycle fatigue damage index. An experimental study of the behavior of a end-plate bolted connection is performed for analyzing the effects of low cycle fatigue behavior and developing a model for predicting life of end-plate bolted connection. The fatigue tests were conducted using a shaker. The experimental fatigue results will be used to derive the fatigue parameters that will be used to develop the hysteretic model of the bolted connection. Analysis of seismic damage is one of the most challenging problems in large and complex structures, particularly those in steel moment-resisting frame with end-plate bolted connections. The existence of structural damage in an engineering structure leads to the modification of vibration modes and global eigenvalues are usually sensitive to the degree of local damage seismic in bolted connections. In this work, a nonlinear time history analysis which takes into account nonlinear modes and frequencies was adopted. According to this approach, the nonlinear modes and frequencies can be determined by an iterative procedure which based on the method of equivalent linearization. The introduction of the notation of nonlinear modes permits an extension of the method of linear modal synthesis to nonlinear cases in order to obtain the dynamic response of nonlinear systems. In another experimental context, this thesis presents the results from shaking table tests of a two-story steel frame with end-plate bolted connections. The aim of the experimental tests is to understand the inelastic behavior of steel frame structures subjected to dynamic loads. Moreover, the purpose of these tests is also to study the changes in modal parameters due to the development of elasto-plastic behavior and low cycle fatigue damage in steel frame connections. A nonlinear numerical simulation of the system is performed based on the developed model and the proposed numerical approach. A comparison of the results obtained from numerical analysis and those of shake table testing is presented. However, the damage analysis for steel frames under random seismic excitations requires the application of an adequate algorithm. An algorithm was developed to assess the seismic performance of steel frames with bolted connections. Using this algorithm, the influence of low cycle fatigue damage in the behavior of end plate bolted connections can be studied.
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Submitted on : Wednesday, May 2, 2012 - 1:12:20 AM
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  • HAL Id : tel-00693159, version 1



Mohammad Saranik. Conception parasismique robuste de bâtiments à base d'assemblages boulonnés. Autre. Ecole Centrale de Lyon, 2011. Français. ⟨NNT : 2011ECDL0047⟩. ⟨tel-00693159⟩



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