Numerical investigation of the resistance of precast RC pinned beam-to-column connections under shear loading-Reference-Cited by-同舟云学术

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Numerical investigation of the resistance of precast RC pinned beam-to-column connections under shear loading

Published:2017-01-23 Issue:9 Volume:46 Page:1511-1529
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Kremmyda Georgia D.¹,Fahjan Yasin M.²,Psycharis Ioannis N.¹,Tsoukantas Spyros G.³

Affiliation:

1. School of Civil Engineering; National Technical University of Athens; Athens Greece

2. Earthquake and Structural Engineering Department; Gebze Institute of Technology; Gebze Turkey

3. MECS Ltd Precast Company; Athens Greece

Funder

Seventh Framework Programme

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference28 articles.

1. International Federation for Structural Concrete ( fib ) Structural Connections for Precast Concrete Buildings 978-2-88394-083-3 fib 2008

2. Leong DCP Testing of pinned beam-to-column connections of precast concrete frames 2006

3. Experimental investigation on static and cyclic behaviour of flanged unions for precast reinforced concrete columns;Orlando;European Journal of Environmental and Civil Engineering,2015

4. Reexamination of dowel behavior of steel bars embedded in concrete;Tanaka;ACI Journal,2011

5. Comparative study of monolithic and precast concrete beam-to-column connections;Rahman Abd;Malaysian Construction Research Journal,2008

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