000011103 001__ 11103
000011103 005__ 20141205155836.0
000011103 04107 $$aeng
000011103 046__ $$k2008-10-12
000011103 100__ $$aNaito, Clay
000011103 24500 $$aEvaluation Methodology for Precast Concrete Diaphragm Connectors Based on Structural Testing

000011103 24630 $$n14.$$pProceedings of the 14th World Conference on Earthquake Engineering
000011103 260__ $$b
000011103 506__ $$arestricted
000011103 520__ $$2eng$$aProper performance of connection details is critical for the effective design and safety of precast concrete building and bridge systems. The paper presents an experimental approach of assessing the strength and deformation capacity of embedded connections used in conventional precast concrete panel system. The approach is applied to in-plane loading on the connectors. A summary of the testing fixtures, testing procedures and data processing methods are provided. In addition, a recommendation is provided for categorizing the connector based on their deformation capability. Three in-plane deformation ranges are identified: low deformation element (LDE), moderate deformation element (MDE) and high deformation element (HDE) to categorize the connections. Lastly, a method for computing the design strength based on the test results is discussed.

000011103 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000011103 653__ $$aPrecast concrete diaphragm connector, experimental approach, testing procedure, loading protocol, connection category

000011103 7112_ $$a14th World Conference on Earthquake Engineering$$cBejing (CN)$$d2008-10-12 / 2008-10-17$$gWCEE15
000011103 720__ $$aNaito, Clay$$iRen, Ruirui
000011103 8560_ $$ffischerc@itam.cas.cz
000011103 8564_ $$s186513$$uhttps://invenio.itam.cas.cz/record/11103/files/05-03-0156.pdf$$yOriginal version of the author's contribution as presented on CD, Paper ID: 05-03-0156.
000011103 962__ $$r9324
000011103 980__ $$aPAPER