Reliability-Based Seismic Design Criteria for Reinforced    Concrete Buildings
{'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}
This is a cooperative project supported under the US-PRC Protocol               on Earthquake Studies, Annex III.                                                                                                                               This project is intended to establish a reliability-based earthquake            resistant criteria for the design of reinforced concrete building               structures.  The proposed design criteria will explicitly consider the          ductility and strength requirement.  The load and resistance factors            will be used for the design of buildings.                                                                                                                       The design criteria will produce risk-consistent structures under               various design conditions.  Thus, the buildings designed according to           recommended criteria will have adequate strength and ductility to               resist earthquakes.                                                                                                                                             The US research team will primarily concentrate on the necessary                analytical developments, while the PRC group will be mainly                     responsible for providing pertinent laboratory and field experimental           data.  The PRC group is also expected to supply damage data                     observed in China.  In this respect, the US researchers will also               collect and analyze the damage data observed in the US and                      elsewhere (particularly in Japan and Mexico).
[{'FirstName': 'Masanobu', 'LastName': 'Shinozuka', 'PI_MID_INIT': None, 'PI_SUFX_NAME': None, 'PI_FULL_NAME': 'Masanobu Shinozuka', 'EmailAddress': 'shinozuka@columbia.edu', 'NSF_ID': '000182818', 'StartDate': '06/15/1988', 'EndDate': None, 'RoleCode': 'Co-Principal Investigator'}, {'FirstName': 'Howard', 'LastName': 'Hwang', 'PI_MID_INIT': 'H', 'PI_SUFX_NAME': None, 'PI_FULL_NAME': 'Howard H Hwang', 'EmailAddress': 'hhwang@memphis.edu', 'NSF_ID': '000125433', 'StartDate': '06/15/1988', 'EndDate': None, 'RoleCode': 'Principal Investigator'}]
{'Name': 'University of Memphis', 'CityName': 'MEMPHIS', 'ZipCode': '381520001', 'PhoneNumber': '9016783251', 'StreetAddress': '115 JOHN WILDER TOWER', 'StreetAddress2': None, 'CountryName': 'United States', 'StateName': 'Tennessee', 'StateCode': 'TN', 'CONGRESSDISTRICT': '09', 'CONGRESS_DISTRICT_ORG': 'TN09', 'ORG_UEI_NUM': 'F2VSMAKDH8Z7', 'ORG_LGL_BUS_NAME': 'UNIVERSITY OF MEMPHIS', 'ORG_PRNT_UEI_NUM': 'JBG7T7RXQ2B7'}
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{'Code': '1498', 'Text': 'STRUCTURES II'}
{'url': 'https://www.nsf.gov/awardsearch/download?DownloadFileName=1988&All=true', 'xml': '8804123.xml'}