Structural Performance of Steel Pile Caps Strengthened with Perfobond Shear Connectors under Lateral Loading-Reference-Cited by-同舟云学术

Structural Performance of Steel Pile Caps Strengthened with Perfobond Shear Connectors under Lateral Loading

Published:2016-10-26 Issue:11 Volume:6 Page:317
ISSN:2076-3417
Container-title:Applied Sciences
language:en
Short-container-title:Applied Sciences

Author:

Kim Young-Ho,Kang Jae-Yoon,Kim Sang-Ho,Kim Dae-Jin

Funder

National Research Foundation of Korea

Publisher

MDPI AG

Subject

Fluid Flow and Transfer Processes,Computer Science Applications,Process Chemistry and Technology,General Engineering,Instrumentation,General Materials Science

Link

http://www.mdpi.com/2076-3417/6/11/317/pdf

Reference12 articles.

1. Simulated Seismic Load Tests on Prestressed Concrete Piles and Pile-Pile Cap Connections

2. Seismic Performance and Retrofit of Steel Pile to Concrete Cap Connections;Shama;ACI Struct. J.,2002

3. Pull-Out Resistance Capacity of a New Perfobond Shear Connector for Steel Pile Cap Strengthening

4. A parametric study of perfobond rib shear connectors

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