8 research outputs found

    Seismic Behavior of Pile-Supported Bridges

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    An analytical technique of integrating a bridge structure and its soil-foundation system into the complete global model is proposed for seismic soil-structure interaction analysis of pile -supported bridges. A simple yet realistic model for single piles and grouped piles is developed based on dynamic beam-on-nonlinear-Winkler-foundation methods. Performance of the proposed single - pile and pile -foundation model in predicting static and dynamic response to vertical and lateral loads is validated through comparisons with both experimental results and analytical results from several other investigators. Performance of the integrated soil-foundation-structure model of the entire bridge is justified through comparisons with recorded responses of a road bridge in Japan. Parametric studies are also conducted to evaluate the sensitivity of the results to uncertainties in determining system parameters. The presented modeling technique is applied for seismic analysis of an existing truss-arch bridge spanning across the Mississippi River in southern Illinois (the Cairo Bridge). The nonlinear time-history analysis is performed using input motions obtained from ground response analysis of bedrock motions artificially generated for the Cairo area. Comparison studies of dynamic characteristics and seismic response of the bridge obtained from the integrated model and those obtained from other foundation models (the fixed-base model, and the equivalent linear and nonlinear foundation spring models) are conducted. The results promote the use of the integrated model and emphasize the importance of the soil-structure interaction in seismic analysis of pile - supported bridges. The proposed model is applied to perform seismic performance evaluation of the Cairo Bridge for different excitation intensities and to identify an appropriate retrofit strategy for the bridge. Applications of the pile group model to investigate the behavior of retrofitted foundations and to develop a simple method of evaluating foundation characteristics are presented.National Science Foundation EEC-970178

    Management system of islamic private secondary schools in Bangkok, Thailand

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    This study discusses the establishment of Islamic Private Secondary Schools in Bangkok and the schools’ management system which comprises of the organizational structure, school finance, school physical facilities, teaching staff and parents’ involvement in the school. This study will also identify some problems and obstacles that inhibit the effectiveness of the schools, and followed by suggestions to improve the schools toward the betterment. The data were collected through library research, interview with the headmasters and teachers in the schools, and, direct observation. The findings of the study show that the growth of Islamic private schools in Bangkok was a continuation of the Pondok institution which had developed throughout the years formerly from Pattani. The aims of these schools were to produce God conscious people with exemplary moral characters based on the Quran and Prophetic tradition, and, producing students who can apply knowledge in real life and preaching it to others. However, the principals’ perception of the problems faced by the Islamic Private Secondary Schools in Bangkok referred to various problems such as financial problem, lack of government support, and, lack of parent commitment. Finally, the researcher provides relevant suggestions to improve the schools betterment and enhance students’ achievement
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