1129215501isrm Sm Blast Vibration Monitoring - 1992
csni-r2011-6
03_Duffing Oscillator Under Parametric and Quasi Periodic Excita
2014.10.dartmouth
Dam Lecture2
Ada 073702
Seismic Loads Tuev Sued Etk
Electrodynamic shaker Fundamentals.pdf
Abstract 3-D Dynamic Base Shaking ModelConclusion Introduction References 2-D Static BNWF Pushover Model The BNWF (Beam on Nonlinear Winker Foundation)
Frame with Cutout Random Load Fatigue. Background and Motivation A thin frame with a cutout has been identified as the critical component in a structure.
18.08.2005Helfried Rybin 1 AUTOMOBILENTWICKLUNG / ENGINEERING Safety Demands for Automotive Hydrogen Storage Systems Helfried Rybin.
Governing equations: Navier-Stokes equations, Two-dimensional shallow-water equations, Saint-Venant equations, compressible water hammer flow equations.