Wind Engineering of Long-Span Bridges
{'Code': '07030000', 'Directorate': {'Abbreviation': 'ENG', 'LongName': 'Directorate For Engineering'}, 'Division': {'Abbreviation': 'CMMI', 'LongName': 'Div Of Civil, Mechanical, & Manufact Inn'}}
{'SignBlockName': 'John Scalzi', 'PO_EMAI': None, 'PO_PHON': None}
The cross-sectional shape of the bridge roadway deck for cable-stayed           and suspension bridges is an essential feature of the bridge behavior           with respect to the aerodynamic forces which act on the structure.  It          is of major importance to design a cross-sectional shape to have                minimum effect due to wind actions.  This study will determine the              basic considerations involved with the shape of the bridge cross                section for future initial designs but, more importantly, for an                evaluation and possible modification of existing bridges.  The safety           of existing bridges with long spans may be determined from a better             understanding of the aerodynamic effects produced under various wind            loadings.
{'FirstName': 'Robert', 'LastName': 'Scanlan', 'PI_MID_INIT': 'H', 'PI_SUFX_NAME': None, 'PI_FULL_NAME': 'Robert H Scanlan', 'EmailAddress': None, 'NSF_ID': '000300112', 'StartDate': '10/01/1985', 'EndDate': None, 'RoleCode': 'Principal Investigator'}
{'Name': 'Johns Hopkins University', 'CityName': 'BALTIMORE', 'ZipCode': '212182608', 'PhoneNumber': '4439971898', 'StreetAddress': '3400 N CHARLES ST', 'StreetAddress2': None, 'CountryName': 'United States', 'StateName': 'Maryland', 'StateCode': 'MD', 'CONGRESSDISTRICT': '07', 'CONGRESS_DISTRICT_ORG': 'MD07', 'ORG_UEI_NUM': 'FTMTDMBR29C7', 'ORG_LGL_BUS_NAME': 'THE JOHNS HOPKINS UNIVERSITY', 'ORG_PRNT_UEI_NUM': None}
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{'Code': '1473', 'Text': 'STRUCTURES I'}
{'url': 'https://www.nsf.gov/awardsearch/download?DownloadFileName=1985&All=true', 'xml': '8512906.xml'}