THE RESPONSE ANALYSIS FOR ELASTO-PLASTIC STEEL SPACE STRUCTURE DUE TO EARTHQUAKES
نویسندگان
چکیده
منابع مشابه
Error estimates for elasto-plastic problems
— Under some reasonable smoothness assumpfions on the displacements, we are able to dérive an error estimate of the form ||a — <7h||L2{fl)^ Ch, for the approximation of the stress field a in some problems in elasto-plasticity. Using the same ideas, we als o find a piecewise line ar approximation of Mosolov's problem, for which we still get an 0 (h) error estimate.
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ژورنال
عنوان ژورنال: Transactions of the Architectural Institute of Japan
سال: 1969
ISSN: 0387-1185,2433-0027
DOI: 10.3130/aijsaxx.160.0_35