Influence of longitudinal reinforcement strength on one-way slab deflection

ISSN： 1208-6029

Source： Canadian Journal of Civil Engineering, Vol.35, Iss.10, 2008-10, pp. : 1076-1087

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 investigation on the effect of longitudinal reinforcement on shear strength of fibre reinforced polymer reinforced concrete beams

By Alam M.S. Hussein A.

Canadian Journal of Civil Engineering, Vol. 38, Iss. 3, 2011-03 ,pp. : 243-251

NRC Research Press

Access to resources Recommend Favorite

A cospectral method for leak detection in one-way access pipelines

By Lapshin B. Ovchinnikov A.

Russian Journal of Nondestructive Testing, Vol. 40, Iss. 9, 2004-09 ,pp. : 587-592

MAIK Nauka/Interperiodica

Access to resources Recommend Favorite

Boundary transfer operators in one-way nesting schemes for heat flow problems

By Shavelzon Evgeny Givoli Dan

International Journal of Numerical Methods for Heat & Fluid Flow, Vol. 19, Iss. 3-4, 2009-05 ,pp. : 352-373

Emerald Group Publishing Ltd

Access to resources Recommend Favorite

Failure analysis of column–slab connections with stud shear reinforcement

By Guan Hong Loo Yew-Chaye

Canadian Journal of Civil Engineering, Vol. 30, Iss. 5, 2003-10 ,pp. : 934-944

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