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Journal of the Chinese Institute of Engineers Volume 32, 2009 - Issue 2
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Original Articles

Evaluation of the shear strength of four pile cap using strut and tie model (STM)

Saeed Ahmad Department of Civil Engineering, University of Engineering & Technology Taxila, Pakistan
,
Attaullah Shah Department of Civil Engineering, University of Engineering & Technology Taxila, Pakistan Phone: 92–51–9250100 E-mail: [email protected]); Allama Iqbal Open University, Pakistan
&
Saeed Zaman Department of Civil Engineering, University of Engineering & Technology Taxila, Pakistan
Pages 243-249 | Received 21 Dec 2007, Accepted 24 Sep 2008, Published online: 04 Mar 2011

References

  • ACI318–05/318R‐05 . 2005 . Building Code Requirements for Structural Concrete (ACI 318–05) and Commentary to the Building Code Requirements (ACI‐318R‐05) , 430 USA : American Concrete Institute .
  • Adebar , P. , Kuchma , D. and Collins , M. P. 1990 . “Strut‐and‐Tie Models for the Design of Pile Caps: An Experimental Study,” . ACI Structural Journal , 87 ( 1 ) : 81 – 92 .
  • Adebar , P. and Zhou , Z. 1993 . “Bearing Strength of Compressive Struts Confined by Plain Concrete,” . ACI Structural Journal , 90 ( 5 ) : 534 – 541 .
  • ASCE‐ACI Committee 445 on Shear and Torsion . 1998 . “Recent Approaches to Shear Design of Structural Concrete,” . ACI Journal of Structural Engineering , 124 ( 12 ) : 1375 – 1417 .
  • Cavers , W. and Fenton , A G. 2004 . “An Evaluation of Pile Cap Design Methods in Accordance with the Canadian Design Standard,” . Canadian Journal of Civil Engineers , 31 ( 1 ) : 109 – 119 .
  • Clarke , J. L. 1973 . “Behavior and Design of Pile Caps with Four Piles,” . In Cement and Concrete Association , Report 42.489 London, , England
  • FIP Commission 3. “FIP Recommendation, Practical Design Structural Concrete,” . FIP Congress SETO . London, England. pp. 74 – 150 .
  • Marti. , P. 1985 . “Truss Models in Detailing,” . Concrete International , 7 ( 12 ) : 66 – 73 .
  • Marti. , P. 1985 . “Basic Tools for Reinforced Concrete Members Design,” . ACI Structural Journal , 82 ( 1 ) : 46 – 56 .
  • Gonc , Miriam , Miguel , Alves , José , Toshiaki Takeya and Giongo , Samuel . 2008 . “Structural Behavior of Three‐pile Caps Subjected to Axial Compressive Loading,” . Materials and Structures , 41 ( 1 ) : 85 – 98 .
  • Sabnis , G. M. and Gogate , A. B. 1984 . “Investigation of Thick Slabs (Pile Caps),” . ACI Journal, Proceedings , 81 ( 1 ) : 35 – 39 .
  • Suzuki , K. , Otsuki , K. and Tsubata , T. 1999 . “Experimental Study on Four‐Pile Caps with Taper,” . Transactions of the Japan Concrete Institute , 21 ( 3 ) : 327 – 334 .
  • Schlaich , J. , Schäfer , K. and Jennewein , M. 1987 . “Towards a Consistent Design of Structural Concrete,” . Pre‐stressed Concrete Institute Journal , 32 ( 3 ) : 74 – 150 .
  • Wight , J. K. and Parra‐Montesinos , G. 2003 . “Strut and Tie Model for Deep Beam Design,” A Practical Exercise Using Appendix A of the 2002 ACI Building Code,” . ACI Concrete International , 25 ( 5 ) : 63 – 70 .
  • Corresponding author. (Tel: 92–51–9250100; E‐mail: [email protected])

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