Punching shear failure in three-pile caps: Influence of the shear span-depth ratio and secondary reinforcement-Reference-Cited by-同舟云学术

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Punching shear failure in three-pile caps: Influence of the shear span-depth ratio and secondary reinforcement

Published:2018-01 Issue: Volume:155 Page:127-143
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Miguel-Tortola Lucia,Pallarés Luis,Miguel Pedro Francisco

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference34 articles.

1. Semelles sur pieux;Blevot;Ann l’Institut Tech Du Bâtiment Des Trav Publics,1967

2. Clarke JL. Behaviour and design of pile caps with four pile caps. Cem Concr Assoc; 1973.

3. Design of thick pile caps;Gogate;ACI J,1980

4. Strut-and-tie models for the design of pile caps: an experimental study;Adebar;ACI Struct J,1990

5. Influence of bar arrangement on ultimate strength of four-pile caps;Suzuki;Trans Japan Concr Inst,1998

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