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Response history analyses are carried out on a nonlinear frame model.
The method proposes a convenient means of including residual stress in beam element-based nonlinear frame analysis.
Nonlinear frame analysis techniques are seeking practical design applications in assessing the performance of building structures and bridges under static and dynamic loads.
The use of nonlinear frame analysis necessitates the availability of robust and computationally efficient models for performing analyses in a reasonable amount of time (Coleman and Spacone 2001).
Two examples, of which one deals with static problem comparing the results with exact solution, the other deals with a nonlinear frame structure subjected to stochastic ground motions, are illustrated to validate the proposed method.
Numerical examples are used to demonstrate the ability of CO-OP to reduce the maximum calculated displacement and acceleration in steel shear frames subjected to the El Centro earthquake by 92% and 19%, respectively, and by 98%and75%5%, respectively, under the Hyogo-ken Nambu earthquake in comparison to an uncontrolled nonlinear frame.
Similar(54)
Numerical illustrations on linear and nonlinear frames are presented.
The effect of response feedback on designing optimal controllers for nonlinear frames has been studied.
Yates dodges an array of traps laid out within a nonlinear time frame that heightens the poignancy of his life choices.
The reinforced concrete beam is modeled by Euler-Bernoulli nonlinear plane frame elements and a total Lagrangian approach.
A generic nonlinear compound frame model is developed and applied for investigation of arching action in reinforced concrete beams.
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