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Inversion of compliance and relation functions of concrete - by Rana Zaim Idriss

Inversion of compliance and relation functions of concrete - by Rana Zaim Idriss

Idriss, Rana Zaim
URI: http://hdl.handle.net/10938/4228
Date: 1986

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.
 

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