Earthquake Analysis of Buildings Including Site Properties
{'Code': '07030000', 'Directorate': {'Abbreviation': 'ENG', 'LongName': 'Directorate For Engineering'}, 'Division': {'Abbreviation': 'CMMI', 'LongName': 'Div Of Civil, Mechanical, & Manufact Inn'}}
{'SignBlockName': 'Shih-Chi Liu', 'PO_EMAI': None, 'PO_PHON': None}
The September l985 Mexico earthquake clearly demonstrated that the              dynamic properties of the foundation material have a significant effect         on the behavior of building systems.  The purpose of this project is to         develop computational methods and microcomputer programs which will             allow engineers to conduct earthquake response analysis of buildings,           including the site amplification effect.  The methods of analysis are           verified by detailed studies of buildings which have been damaged in            Mexico City.  Vibration tests are conducted on one building before and          after repair and the results are compared with computer analysis.  The          TABS program developed at Berkeley is modified to include a new                 foundation model and used for several structures selected in which the          foundation properties are known.  Results of analysis are compared with         observed behavior during the Mexico earthquake.  Foundation modeling            guidelines are developed which can be used for other sites.  Finally,           the site-response program is transferred to the MS-DOS microcomputers.
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{'Name': 'University of California-Berkeley', 'CityName': 'BERKELEY', 'ZipCode': '947101749', 'PhoneNumber': '5106433891', 'StreetAddress': '1608 4TH ST STE 201', 'StreetAddress2': None, 'CountryName': 'United States', 'StateName': 'California', 'StateCode': 'CA', 'CONGRESSDISTRICT': '12', 'CONGRESS_DISTRICT_ORG': 'CA12', 'ORG_UEI_NUM': 'GS3YEVSS12N6', 'ORG_LGL_BUS_NAME': 'REGENTS OF THE UNIVERSITY OF CALIFORNIA, THE', 'ORG_PRNT_UEI_NUM': None}
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{'Code': '1498', 'Text': 'STRUCTURES II'}
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