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Probabilistic optimal design of framed structures

✍ Scribed by D.G. Carmichael

Publisher
Elsevier Science
Year
1981
Tongue
English
Weight
295 KB
Volume
13
Category
Article
ISSN
0010-4485

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## Abstract Probabilistically controlled design values of the nonlinear seismic response of reinforced concrete frames are obtained using a method previously proposed by the authors. The method allows to calculate conservative design values characterized by a predefined non‐exceedance probability,