'Earthquake loading' diaporamas de présentation

A STUDY ON PROBABILISTIC EVALUATION OF SOIL LIQUEFACTION

A STUDY ON PROBABILISTIC EVALUATION OF SOIL LIQUEFACTION. Chi, Yao-Yao and Ou, Li-Ting. Speaker : Yun-yao Chi Department of Land Management and Development Chang Jung Christian University Tainan, Taiwan. Outline. INTRODUCTION THE MODEL DEVELOPMENT

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Example 4.4

Example 4.4. No damper. No damper. TMD at node 2 Tune to mode 1. TMD at node 2 Tune to mode 1 modal mass =1.25 modal amplitude =1.0 Want equivalent modal damping = 0.1 Requires mbar =.065 The appropiate damper parameters are f=.91 =.145

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Dr. Medina to be Keynote Speaker

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Seismic Analysis of Structures

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