Pile Foundations Subjected to Arbitrary Seismic Environment
{'Code': '07030000', 'Directorate': {'LongName': 'Directorate For Engineering'}, 'Division': {'LongName': 'Div Of Civil, Mechanical, & Manufact Inn'}}
{'SignBlockName': 'name not available'}
The interaction of foundation materials with the foundation or                  structure under earthquake loading can significantly alter the dynamic          response of the structure.  Pile foundations are widely used deep               foundations and can exhibit significant soil-structure interaction              effects.  This research project will consider and implement the option          of an arbitrary seismic excitation into a computer program for the              analysis of pile-supported embedded structures.  The program will then          be used to study the seismic response of the foundation system to               non-vertically incidenting body waves and to spatially incoherent               seismic environments.  The results of this research project can be used         by researchers and practitioners in the design of pile foundation               systems for structures.
{'FirstName': 'Eduardo', 'LastName': 'Kausel', 'EmailAddress': 'kausel@mit.edu', 'StartDate': '07/15/1985', 'EndDate': None, 'RoleCode': 'Principal Investigator'}
{'Name': 'Massachusetts Institute of Technology', 'CityName': 'Cambridge', 'ZipCode': '021394301', 'PhoneNumber': '6172531000', 'StreetAddress': '77 MASSACHUSETTS AVE', 'CountryName': 'United States', 'StateName': 'Massachusetts', 'StateCode': 'MA'}
{'Code': '5596', 'Text': 'EARTHQUAKE HAZDS MITIGAT-SITIN'}
{'url': 'https://www.nsf.gov/awardsearch/download?DownloadFileName=1984&All=true', 'xml': '8421257.xml'}