الفهرس 
INTRODUCTIONOnly 14 pages are availabe for public view
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Abstract
INTRODUCTION
of the complete behaviour of
reinforced concrete members under static and dynamic loading
is of prim importance in structural concrete research and
construction. Energy absorpation and moment - rotation
capacities of both isolated and framed reinforced concrete
members are important factors that must be ascertained.
Because of the complexities involved in formulating rational
analytical solutions, most of the research on reinforced
concrete has been based on empirical approaches. Results from
extensive experimental programes have been used to develop
methods of analysis and design.
While such an approach may have been necessary in the
past, the advent of digital computers and modern computer
methods, now provide the necessary tools that may properly
account for the path dependent nature of reinforced concrete
members and can replace much of the laboratory testing
carried out in the past. However, such analytical solutions
must still be checked against a selected, but smaller, number
of experimental tests to verify their accuracy.
This study aimed to obtaining the behaviour of beamcolumn
connections in case of beam wider
- 1
than column in