ELASTIC-PLASTIC BEHAVIOR OF STEEL FRAMES. (Part III)
نویسندگان
چکیده
منابع مشابه
Part III: Nonlinear Behavior
The complex dynamics of coupled-oscillator arrays lead to the existence of a multitude of steady-state solutions. In addition to finding or selecting a desired steady-state solution, one further needs to guarantee its stability. In this section, perturbation methods are described that allow the designer to examine both the existence as well as the local stability of the various steady-state sol...
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ژورنال
عنوان ژورنال: Transactions of the Architectural Institute of Japan
سال: 1965
ISSN: 0387-1185,2433-0027
DOI: 10.3130/aijsaxx.116.0_1