Design of Anchorages and Splices in Reinforced Concrete for Cyclic Loading
{'Code': '07030000', 'Directorate': {'LongName': 'Directorate For Engineering'}, 'Division': {'LongName': 'Div Of Civil, Mechanical, & Manufact Inn'}}
{'SignBlockName': 'Shih-Chi Liu'}
The behaivor and design of lapped splices in reinforced concrete                members subjected to seismic loading has been investigated and more             than 80 beam or column type specimens and 20 flat elements were tested.         The behavior and design of lapped splices for various spacings of the           spliced bars is now addressed.  The transition between contact splices          and separate anchored bars is examined.  The experimental work includes         40 pullout tests and 8 beam tests with cyclic loading simulating                seismic action.  The analytical investigation extends current work on           three-dimensional non-linear analysis of anchored bars.  In this                research design guidelines will be developed for closely-spaced bars;           this is a specific but practical situation in construction.
[{'FirstName': 'Peter', 'LastName': 'Gergely', 'EmailAddress': None, 'StartDate': '03/15/1986', 'EndDate': None, 'RoleCode': 'Principal Investigator'}, {'FirstName': 'Richard', 'LastName': 'White', 'EmailAddress': None, 'StartDate': '03/15/1986', 'EndDate': None, 'RoleCode': 'Co-Principal Investigator'}]
{'Name': 'Cornell University', 'CityName': 'Ithaca', 'ZipCode': '148502820', 'PhoneNumber': '6072555014', 'StreetAddress': '373 Pine Tree Road', 'CountryName': 'United States', 'StateName': 'New York', 'StateCode': 'NY'}
[{'Code': '1442', 'Text': 'CONSTRUCTION AND INFRASTRUCTUR'}, {'Code': '1498', 'Text': 'STRUCTURES II'}]
{'url': 'https://www.nsf.gov/awardsearch/download?DownloadFileName=1985&All=true', 'xml': '8505676.xml'}