Inversion of compliance and relation functions of concrete - by Rana Zaim Idriss
Abstract
The time dependent behavior of concrete under a uniaxial state of stress may be defined by linear viscoelastic constitutive relations, provided that the stress-strength ratio is less than 0.4. Such behavior is best represented by either a specific compli
Description
Thesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering, 1986.;"Advisor: Mohammad Mukaddam, Professor, Civil Engineering – Members of Committee: Lutfi Raad, Associate Professor, Civil Engineering Mohamad Harajli, A
Bibliography: leaves 119-123.
Bibliography: leaves 119-123.