Computers and Concrete

CONTENTS

Volume 11, Number 6, 2013

• The anchorage-slip effect on direct displacement-based design of R/C bridge piers for limiting material strains

  P.E. Mergos

  Abstract | Full Text (3K)

  pages 493-513.

  DOI: 10.12989/cac.2013.11.6.493

• Expanding the classic moment-curvature relation by a new perspective onto its axial strain

  T. Petschke, H. Corres, J.I. Ezeberry, A. Pérez and A. Recupero

  Abstract | Full Text (1K)

  pages 515-529.

  DOI: 10.12989/cac.2013.11.6.515

• Mechanical properties of natural fiber-reinforced normal strength and high-fluidity concretes

  Joo-seok Kim, Hyoung-ju Lee and Yeol Choi

  Abstract | Full Text (1K)

  pages 531-539.

  DOI: 10.12989/cac.2013.11.6.531

• Evaluation of the different genetic algorithm parameters and operators for the finite element model updating problem

  Yildirim Serhat Erdogan and Pelin Gundes Bakir

  Abstract | Full Text (1K)

  pages 541-570.

  DOI: 10.12989/cac.2013.11.6.541

• Strength design criterion for asymmetrically reinforced RC circular cross-sections in bending

  E. Hernández-Montes, P. Alameda-Hernández and L.M. Gil-Martín

  Abstract | Full Text (2K)

  pages 571-585.

  DOI: 10.12989/cac.2013.11.6.571

• Predictive modeling of concrete compressive strength based on cement strength class

  V.G. Papadakis and S. Demis

  Abstract | Full Text (1K)

  pages 587-602.

  DOI: 10.12989/cac.2013.11.6.587

• Polynomial modeling of confined compressive strength and strain of circular concrete columns

  Hsing-Chih Tsai

  Abstract | Full Text (1K)

  pages 603-620.

  DOI: 10.12989/cac.2013.11.6.603