Behaviour of RC beams strengthened by partial jacketing under cyclic loading

Author： Vaz Ana Shehata Ibrahim Conceição Domingues Shehata Lidia Gomes Ronaldo

ISSN： 1359-5997

Source： Materials and Structures, Vol.47, Iss.3, 2014-03, pp. : 383-396

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

Related content

Behaviour of reinforced clay under monotonic and cyclic loading

By Unnikrishnan N. Rajagopal K. Krishnaswamy N.R.

Geotextiles and Geomembranes, Vol. 20, Iss. 2, 2002-04 ,pp. : 117-133

Elsevier

Access to resources Recommend Favorite

CRFP contribution to shear capacity of strengthened RC beams

By Li A. Cheikhna Diagana Delmas Y.

Engineering Structures, Vol. 23, Iss. 10, 2001-10 ,pp. : 1212-1220

Elsevier

Access to resources Recommend Favorite

FRP-strengthened RC beams. I: review of debonding strength models

By Smith S.T. Teng J.G.

Engineering Structures, Vol. 24, Iss. 4, 2002-04 ,pp. : 385-395

Elsevier

Access to resources Recommend Favorite

FRP-strengthened RC beams. II: assessment of debonding strength models

By Smith S.T. Teng J.G.

Engineering Structures, Vol. 24, Iss. 4, 2002-04 ,pp. : 397-417

Elsevier

Access to resources Recommend Favorite

Analytical Model for Torsional Response of RC Beams Strengthened With Ferrocement U-Wraps

Structural Engineering International, Vol. 24, Iss. 4, 2014-11 ,pp. : 509-520

International Association for Bridge and Structural Engineering

Access to resources Recommend Favorite