Download CRC Press - The Bridge Engineering Handbook chaps 35-67 PDF

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Extra resources for CRC Press - The Bridge Engineering Handbook chaps 35-67

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2000 by CRC Press LLC 18. Idriss, I. , Sun J. , and Schnabel, P. , User’s manual for SHAKE91: a computer program for conducting equivalent linear seismic response analyses of horizontally layered soil deposits, Report of Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California at Davis, 1991. 19. Abrahamson, N. , Schneider, J. , and Stepp, J. , Empirical spatial coherency functions for application to soil-structure interaction analysis, Earthquake Spectra, 7, 1991.

The complete response is then calculated by using the displacement and velocity values computed at the end of each time step as the initial conditions for the next time interval and repeating until the desired time. 2 Modeling Considerations A bridge structural model should have sufficient degrees of freedom and proper selection of linear/nonlinear elements such that a realistic response can be obtained. Nonlinear analysis is usually preceded by a linear analysis as a part of a complete analysis procedure to capture the physical and mechanical interactions of seismic input and structure response.

Two examples are given to illustrate the applications of static nonlinear push-over analysis in bridge seismic design. 2 Analysis Classification and General Guidelines Engineers use structural analysis as a fundamental tool to make design decisions. It is important that engineers have access to several different analysis tools and understand their development assumptions and limitations. Such an understanding is essential to select the proper analysis tool to achieve the design objectives. 1 shows lateral load vs.

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