Analytical model for prediction of load capacity of RC columns confined with CFRP under uniaxial and biaxial eccentric loading

Author： El Sayed Mohamed

Publisher： Springer Publishing Company

ISSN： 1359-5997

Source： Materials and Structures, Vol.44, Iss.1, 2011-01, pp. : 299-311

Disclaimer: Any content in publications that violate the sovereignty, the constitution or regulations of the PRC is not accepted or approved by CNPIEC.

Previous Menu Next

Abstract

Related content

Experimental tests on reinforced concrete columns under biaxial quasi-static loading

By Qiu F. Li W. Pan P. Qian J.

Engineering Structures, Vol. 24, Iss. 4, 2002-04 ,pp. : 419-428

Elsevier

Access to resources Recommend Favorite

Concrete columns confined with CFRP wraps

By Alecci Valerio Briccoli Bati Silvia Ranocchiai Giovanna

Materials and Structures, Vol. 47, Iss. 3, 2014-03 ,pp. : 397-410

Springer Publishing Company

Access to resources Recommend Favorite

Optimal reinforcement of RC columns for biaxial bending

By Gil-Martín Luisa

Materials and Structures, Vol. 43, Iss. 9, 2010-11 ,pp. : 1245-1256

Springer Publishing Company

Access to resources Recommend Favorite

Fatigue capacity of plain concrete under fatigue loading with constant confined stress

By Wang H.

Materials and Structures, Vol. 44, Iss. 1, 2011-01 ,pp. : 253-262

Springer Publishing Company

Access to resources Recommend Favorite

Finite element prediction of the influence of confinement on RC beam-columns under single or double curvature bending

By Cho C.-G. Park M.-H.

Engineering Structures, Vol. 25, Iss. 12, 2003-10 ,pp. : 1525-1536

Elsevier

Access to resources Recommend Favorite