SOIL STRUCTURE INTERACTION EFFECTS ON BASE ISOLATED BRIDGES
Base isolation has already been used extensively for buildings in the United States, Japan, New Zealand, Italy and Chile among other countries. Its extension to bridges was a logical step. A large number of papers have been written over the last 15 to 20 years to investigate the adequacy of various types of isolation pads, their material properties and their behavior under different types of loads, to compare the seismic response of bridges with or without isolation pads, to study the effect of the relative stiffness of the pads compared to the stiffness of the structure, to assess the importance of soil structure interaction effects, and to develop analytical models and simplified design procedures. There are still, however, a number of questions that have not been fully addressed, particularly in relation to the nonlinear behavior of the isolation pads, and the combined effects of soil structure interaction. This work investigates more fully the combined effects of nonlinear behavior of the isolation pads and the inertial soil structure interaction effects on the seismic response of a collection of representative base isolated bridges on different types of soil.
Base isolation Bridges Soil structure interaction Dynamics Earthquakes Nonlinear behavior.
Olmos B. A. Roesset J. M.
Professor, Facultad de Ingeniería Civil, Universidad Michoacana de San Nicolás de Hidalgo, México Professor, Dept. of Civil Engineering, Texas A&M University, College Station, USA
国际会议
14th World Conference on Earthquake Engineering(第十四届国际地震工程会议)
北京
英文
2008-10-12（万方平台首次上网日期，不代表论文的发表时间）