![]() ![]() ![]() ![]() set numSteps 2000 # number of time steps set gamma 0.6 # Newmark integration parameter set massProportionalDamping 0.0 set InitStiffnessProportionalDamping 0.002 set numXele 1 # number of elements in x (H) direction set numYele 10 # number of elements in y (V) direction set xSize 1.0 # x direction element size set ySize 1. 07 # Static shear load, in percentage of gravity load (=sin(inclination)) set period 1.0 # Period if imposed motion is Sine wave set deltaT 0.01 # time step for analysis, does not have to be the same as accDt. Regular Mail Address University of California, San Diego International Student Services UCSD Diego Division of Extended Studies, 0176D, 9500 Gilman Drive La Jolla, CA 92093-0176 USA Express Delivery University of California, San Diego Extension International Programs 9600 N. Triton Print & Digital Media provides campus customers a variety of printing services. file name if imposed motion is read from file # - YOU MUST CHANGE IT TO THE RIGHT NAME set accDt 0.0166 # dt for input acc. multiplier (m/s/s) set accNam myACC # acc. Document printing is now managed by Imprint's 20+ Wepa printers, and their on-campus poster printing service. # isotropic consolidation pressure on quad element(s) set accMul 2. As of July 15, 2021, IT Services has retired poster printing (CPLOT) and computer lab document printing. # wipe #some user defined variables # set matOpt 1 # 1 = drained, pressure depend 2 = undrained, pressure depend # 3 = undrained, pressure independ 4 = elastic set mass 2.0 # saturated mass density set fmass 1.0 # fluid mass density set G 6.e4 set B 2.4e5 set press 0. #Created by Zhaohui Yang #plane strain, shear-beam type mesh with single material, #dynamic analysis, SI units (m, s, KN, ton) #input motion may be from a file, or a sinusoidal wave. Inclined (4 degrees), saturated, undrained soil column with pressure dependent material ![]()
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