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Internal ties in slope deflection and moment distribution
Procedure for use in slope deflection and moment distribution methods of analysis when joints of rigid frame are free to translate makes use of imaginary internal ties; in moment distribution these ties may be considered as restraints which prevent joint translation during balancing of moments; versatility of moment distribution and slope deflection is retained or enhanced.
Internal ties in slope deflection and moment distribution
Procedure for use in slope deflection and moment distribution methods of analysis when joints of rigid frame are free to translate makes use of imaginary internal ties; in moment distribution these ties may be considered as restraints which prevent joint translation during balancing of moments; versatility of moment distribution and slope deflection is retained or enhanced.
Internal ties in slope deflection and moment distribution
Am Soc Civ Engrs -- Proc (J Structural Div)
Ojalvo, M. (Autor:in)
1956
17 pages
Aufsatz (Zeitschrift)
Englisch
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