Statistical Identification of a Prestressed Concrete Beam with Unbonded Tendons Using Modal Data
Researcher Name
Mohd El Khatieb
Name Of Journal
Jordan Journal of Civil Engineering
Volume No.
Vo. 6 N.1
Date Of Publication
2012.04
Abstract
This paper describes experimental observations intended to verify the dependency of plastic rotational capacity on steel reinforcement ratio.
Variable parameters are scale, steel ratio and slenderness
