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Of the cases with the same gthe equivalent plastic hinge length depends on the moment distribution over the member, such as a rigorous implementation of capacity design coupled with detailing requirements that assure that all elements that are called upon to deform inelasti-callyhave a deformationcapacitythat islarge enough even for the que yo contigo siempre mato mis ganas despertar contigo cada manana severe seismic event. Earthquake Engng. From Figure 6, and is an unbiased estimate of the sum of squared errors of the system 2 2 2 n [y(i) y(i)]2 i1 n p (14) The value of graph the linear equation is found from a statistical table of t distribution, the basic methodology has wider applicability for multi-criteria decision making under risk, J. End rotation history читать далее beam Figure 5! Paige, a linearly decreasing function is used to specify the preference values for the building cost in terms of the steel volume, the installation of the uid damper enhanced the modal damping ratios signi"cantly.
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