Behavior of Tilted Angle Shear Connectors-Reference-Cited by-同舟云学术

Behavior of Tilted Angle Shear Connectors

Published:2015-12-07 Issue:12 Volume:10 Page:e0144288
ISSN:1932-6203
Container-title:PLOS ONE
language:en
Short-container-title:PLoS ONE

Author:

Khorramian Koosha,Maleki Shervin,Shariati Mahdi,Ramli Sulong N. H.

Publisher

Public Library of Science (PLoS)

Subject

Multidisciplinary

Reference19 articles.

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2. Hiroshi Y and Kiyomiya O. Load carrying capacity of shear connectors made of shape steel in steel-concrete composite members. Structures division subaqueous tunnels and pipelines laboratory. Technical note 0595; 1987.

3. Cyclic Performances of Shear Connectors;A L Ciutina,2008

4. Eurocode 4: design of composite steel and concrete structures—Part 1.1: General rules and rules for buildings,2004

5. Strength Properties of Shear Connectors by Shape Steel;K Osamu,1986

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