NON-LINEAR SEISMIC RESPONSE ANALYSIS OF SOIL-STRUCTURE INTERACTION SYSTEM
نویسندگان
چکیده
منابع مشابه
Seismic Response Analysis of Highway Overcrossings Including Soil-Structure Interaction
............................................................................................................................... iii ACKNOWLEDGMENTS ............................................................................................................. v TABLE OF CONTENTS ............................................................................................................ vii LIST O...
متن کاملShake Table Study of Soil-Structure Interaction Effects on Seismic Response of Adjacent Buildings
The objective of this study is to design a robust direct model reference adaptive controller (DMRAC) for a nonlinear cardiovascular model over a range of plant parameters representing a variety of physical conditions. The direct adaptive controllers used in thisd study require the plant to be almost strictly positive real (ASPR) that is, for a plant to be controlled there must exist a feedback ...
متن کاملShake Table Study of Soil-Structure Interaction Effects on Seismic Response of Adjacent Buildings
The objective of this study is to design a robust direct model reference adaptive controller (DMRAC) for a nonlinear cardiovascular model over a range of plant parameters representing a variety of physical conditions. The direct adaptive controllers used in thisd study require the plant to be almost strictly positive real (ASPR) that is, for a plant to be controlled there must exist a feedback ...
متن کاملSoft Soil Seismic Design Spectra Including Soil-structure Interaction
Design spectrum is known as an essential tool in earthquake engineering for calculation of maximum (design) responses in a structural system. Soil-structure interaction (SSI), as a phenomenon of coupling of responses of a structure and its underlying soil, was explored after introduction of design spectra and has not been taken into account in developing a design spectrum traditionally. To cons...
متن کاملNonlinear Soil - Pile - Structure Interaction in Dynamic or Seismic Response
The stiffness and damping of pile foundations are proposed, which vary with the ratio of shear modulus Gi / Go to indicate the nonlinear properties of soil. The range of Gi / Go is defined with different vibration intensities for applications, and a computer program DYNAN is available based on the boundary zone model with non-reflective interface. Two engineering cases are studied to illustrate...
متن کاملذخیره در منابع من
با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید
ژورنال
عنوان ژورنال: Proceedings of the Japan Society of Civil Engineers
سال: 1982
ISSN: 1884-4936,0385-5392
DOI: 10.2208/jscej1969.1982.61