By Daniel Malacara, Zacarias Malacara
"This sensible reference/text presents complete insurance of geometrical optics from easy ideas to the main complex subject matters and offers its functions within the layout, optimization, and overview of lenses and optical tools. Introduces a brand new method of the derivation of fundamental aberration coefficients!"
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Extra info for Handbook of Lens Design (Optical Engineering Series, Vol 44)
Control Conf, (1994), 1062-1066. , and Lehr M. , Thirty years of adaptive neural network: perceptron, madaline and backpropagation. Proc. IEEE, vol. 78, 9, (1990), 1415-1441. Yao J. T. , Concepts of Structural Control, ASCE 98, J. Struct. , (1972), 1567-1574. OPTIMUM SEISMIC RESPONSE CONTROL OF STRUCTURAL SYSTEM USING MAXWELL-TYPE NONLINEAR VISCOUS DAMPER BASED ON RANDOM EARTHQUAKE RESPONSE KOICHIRO ASA^O Kansai Universiry,3-3-35 Yamatecho,Suita,OSAKA 564-0073 JAPAN E-mail: asano@ipcku. kansai-u.
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Structural model is illustrated in Fig. , Maxwell-type nonlinear viscous damper (hereafter referred to MNV damper) with the associated constants k[ and c\. 1 ANALYTICAL REPRESENTATION Deterministic analysis A fundamental equation of motion of structural system with MNV damper shown in Fig. 1 may be written as ntxi + qii + kxX\ + k[y2 = -"txg Ky2=c'\t(y\) in which qV(vi) ' s a (1) nonlinear damping force. 2, in which j>\ and yXcr are respectively the velocity response and the saturation velocity level of the characteristic.