Dynamic Analysis: Difference between revisions
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"In dynamics, the time dependence is strictly considered because the calculation of inertial forces requires derivatives respect to actual time to be taken. Dynamic analysis is needed when the variation of displacement with time is so rapid that inertial effects cannot be ignored. Practical examples for these analyses are: earthquakes, vehicle crashes, rocket launches, etc."<ref name="DSO2018-09">[[Guide for Analysis of Concrete Dam Structures using Finite Element Methods (DSO-2018-09) | Guide for Analysis of Concrete Dam Structures using Finite Element Methods (DSO-2018-09), Bureau of Reclamation]]</ref> | "In dynamics, the time dependence is strictly considered because the calculation of inertial forces requires derivatives respect to actual time to be taken. Dynamic analysis is needed when the variation of displacement with time is so rapid that inertial effects cannot be ignored. Practical examples for these analyses are: earthquakes, vehicle crashes, rocket launches, etc."<ref name="DSO2018-09">[[Guide for Analysis of Concrete Dam Structures using Finite Element Methods (DSO-2018-09) | Guide for Analysis of Concrete Dam Structures using Finite Element Methods (DSO-2018-09), Bureau of Reclamation]]</ref> | ||
"Several analytical methods are available to evaluate the dynamic response of structures during earthquakes: [[seismic]] coefficient, response spectrum, and time-history. These methods are discussed in reference ER 1110-2-1806. The current state-of-the-art method uses linear-elastic and nonlinear finite element time history analysis procedures, which account for the dynamic interaction between the structure, foundation, soil, and water. The seismic coefficient method, although it fails to account for the true dynamic characteristics of the structure-water-soil system, is accepted as a semiempirical method for determining if seismic forces control the design or evaluation, and to decide if dynamic analyses should be undertaken."<ref name="EM2100">[[Stability Analysis of Concrete Structures (EM 1110-2-2100)|Stability Analysis of Concrete Structures (EM 1110-2-2100) (U.S. Army Corps of Engineers)]]</ref> | |||
==Types of Dynamic Analysis== | ==Types of Dynamic Analysis== | ||
Revision as of 18:30, 14 December 2022
"In dynamics, the time dependence is strictly considered because the calculation of inertial forces requires derivatives respect to actual time to be taken. Dynamic analysis is needed when the variation of displacement with time is so rapid that inertial effects cannot be ignored. Practical examples for these analyses are: earthquakes, vehicle crashes, rocket launches, etc."[1]
"Several analytical methods are available to evaluate the dynamic response of structures during earthquakes: seismic coefficient, response spectrum, and time-history. These methods are discussed in reference ER 1110-2-1806. The current state-of-the-art method uses linear-elastic and nonlinear finite element time history analysis procedures, which account for the dynamic interaction between the structure, foundation, soil, and water. The seismic coefficient method, although it fails to account for the true dynamic characteristics of the structure-water-soil system, is accepted as a semiempirical method for determining if seismic forces control the design or evaluation, and to decide if dynamic analyses should be undertaken."[2]
Types of Dynamic Analysis
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Revision ID: 5711
Revision Date: 12/14/2022