Experimental Study of Partially Masonry Infilled Reinforced Concrete Frame under Lateral Loading

E-ISSN： 2234-991x|2017|21|22-32

ISSN： 2234-9898

Source： Advanced Engineering Forum, Vol.2017, Iss.21, 2017-04, pp. : 22-32

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

Stiffness Behavior and Shear Effect in Partially Infilled Reinforced Concrete Frames

Journal of Earthquake Engineering, Vol. 18, Iss. 4, 2014-05 ,pp. : 580-588

Taylor & Francis Ltd

Access to resources Recommend Favorite

Study on size effect of fibre reinforced polymer retrofitted reinforced concrete beam-column connections under cyclic loading

By Deb S.K. Dutta A.

Canadian Journal of Civil Engineering, Vol. 40, Iss. 4, 2013-03 ,pp. : 353-360

NRC Research Press

Access to resources Recommend Favorite

Behavior of slab-column connections with partially debonded reinforcement under lateral loading

By Choi Jung-Wook Ali Malika Alexander Scott D.B.

Canadian Journal of Civil Engineering, Vol. 36, Iss. 3, 2009-03 ,pp. : 463-472

NRC Research Press

Access to resources Recommend Favorite

Experimental study of the strength and deformations of carbon fibre reinforced polymer (CFRP) retrofitted reinforced concrete slabs under blast load

By Razaqpur A. G. Contestabile Ettore Tolba Ahmed

Canadian Journal of Civil Engineering, Vol. 36, Iss. 8, 2009-08 ,pp. : 1366-1377

NRC Research Press

Access to resources Recommend Favorite

Strengthening of a concrete masonry wall subject to lateral load with sprayed glass-fibre-reinforced polymer

By Haddad M. A. Shaheen E. Parsekian G. A. Tilleman D. Shrive N. G.

Canadian Journal of Civil Engineering, Vol. 37, Iss. 10, 2010-10 ,pp. : 1315-1330

NRC Research Press

Access to resources Recommend Favorite