A platform for research: civil engineering, architecture and urbanism
Constitutive Model for Concrete Materials with High-Rates of Loading Under Triaxial Compressive Stress States
Constitutive Model for Concrete Materials with High-Rates of Loading Under Triaxial Compressive Stress States
Constitutive Model for Concrete Materials with High-Rates of Loading Under Triaxial Compressive Stress States
Fujikake, K. (author) / Mori, K. (author) / Uebayashi, K. (author) / Ohno, T. (author) / Mizuno, J. (author) / Banthia, N. / Sakai, K. / Gjorv, O. E.
3rd, International conference on concrete under severe conditions; environment and loading ; 2001 ; Vancouver, Canada
2001-01-01
8 pages
Also known as CONSEC'01
Conference paper
English
© Metadata Copyright the British Library Board and other contributors. All rights reserved.
Elsevier | 2025
|Reduction of compressive strength of concrete due to triaxial compressive loading history
Online Contents | 2004
|British Library Online Contents | 2018
|