A new model for computing deflection of partially prestressed concrete beams under static and cyclic fatigue loading - by Ali Salah Alameh

Alameh, Ali Salah

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A new model for computing deflection of partially prestressed concrete beams under static and cyclic fatigue loading - by Ali Salah Alameh

Alameh, Ali Salah

URI: http://hdl.handle.net/10938/4439

Date: 1988

Abstract:

This study was conducted to evaluate the deflection of partially prestressed concrete beams (PPC) under static and cyclic fatigue loading covering the boundaries of fully prestressed and fully reinforced. Two analytical models were developed , one model f

Description:

Thesis (M.E.)-- American University of Beirut. Department of Civil and Environmental Engineering, 1988.;"Advisor: Muhamed Harajli, Assistant Professor, Civil Engineering -- Members of Committee: Raja Iliya, Professor , Civil Engineering Lutfi Raad, A

Bibliography: leaves 150-156.

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A new model for computing deflection of partially prestressed concrete beams under static and cyclic fatigue loading - by Ali Salah Alameh

A new model for computing deflection of partially prestressed concrete beams under static and cyclic fatigue loading - by Ali Salah Alameh

Abstract:

Description:

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