<?xml version="1.0" encoding="UTF-8"?>
<Worksheet><Version major="6" minor="1"/><View-Properties><Zoom percentage="100"/></View-Properties><Styles><Layout alignment="left" bullet="dot" firstindent="0.0" leftmargin="0.0" linebreak="space" linespacing="0.0" name="_pstyle10" rightmargin="0.0" spaceabove="3.0" spacebelow="3.0"/><Layout alignment="left" firstindent="0.0" leftmargin="0.0" linebreak="space" linespacing="0.0" name="_pstyle6" rightmargin="0.0" spaceabove="8.0" spacebelow="4.0"/><Layout alignment="centred" firstindent="0.0" leftmargin="0.0" linebreak="space" linespacing="0.0" name="_pstyle5" rightmargin="0.0" spaceabove="0.0" spacebelow="0.0"/><Layout alignment="centred" firstindent="0.0" leftmargin="0.0" linebreak="space" linespacing="0.0" name="_pstyle4" rightmargin="0.0" spaceabove="0.0" spacebelow="0.0"/><Layout alignment="centred" firstindent="0.0" leftmargin="0.0" linebreak="space" linespacing="0.0" name="_pstyle3" rightmargin="0.0" spaceabove="8.0" spacebelow="2.0"/><Layout alignment="centred" firstindent="0.0" leftmargin="0.0" linebreak="space" linespacing="0.0" name="_pstyle2" rightmargin="0.0" spaceabove="12.0" spacebelow="12.0"/><Layout alignment="left" firstindent="0.0" leftmargin="0.0" linebreak="space" linespacing="0.0" name="_pstyle1" rightmargin="0.0" spaceabove="0.0" spacebelow="0.0"/><Layout alignment="left" firstindent="0.0" leftmargin="0.0" linebreak="space" linespacing="0.0" name="Heading 1" rightmargin="0.0" spaceabove="8.0" spacebelow="4.0"/><Layout alignment="left" firstindent="0.0" leftmargin="0.0" linebreak="space" linespacing="0.0" name="Normal" rightmargin="0.0" spaceabove="0.0" spacebelow="0.0"/><Layout alignment="left" firstindent="0.0" leftmargin="0.0" linebreak="space" linespacing="0.0" name="_pstyle11" rightmargin="0.0" spaceabove="0.0" spacebelow="0.0"/><Font background="[0,0,0]" bold="true" executable="false" family="Times New Roman" foreground="[0,0,0]" italic="false" name="Heading 1" readonly="false" size="18" underline="false"/><Font background="[0,0,0]" bold="false" executable="false" family="Times New Roman" foreground="[0,0,0]" italic="false" name="_pstyle11" readonly="false" size="12" underline="false"/><Font background="[0,0,0]" bold="true" executable="true" family="Monospaced" foreground="[255,0,0]" name="Maple Input" readonly="false"/><Font background="[0,0,0]" family="Times New Roman" name="Page Number" underline="false"/><Font background="[0,0,0]" bold="false" executable="false" family="Times New Roman" foreground="[0,0,0]" italic="false" name="Normal" readonly="false" size="12" underline="false"/><Font background="[0,0,0]" executable="false" family="Times New Roman" name="2D Math" readonly="false" underline="false"/><Font background="[0,0,0]" executable="false" foreground="[0,128,128]" italic="false" name="Hyperlink" readonly="false" underline="true"/><Font background="[0,0,0]" bold="false" executable="false" family="Times New Roman" foreground="[0,0,0]" italic="false" name="ParagraphStyle1" readonly="false" size="12" underline="false"/><Font background="[0,0,0]" bold="false" executable="false" family="Times New Roman" foreground="[0,0,0]" italic="false" name="_cstyle12" readonly="false" size="12" underline="false"/><Font background="[0,0,0]" bold="true" executable="true" family="Monospaced" foreground="[255,0,0]" name="_cstyle10" readonly="false"/><Font background="[0,0,0]" bold="false" executable="false" family="Times New Roman" foreground="[0,0,0]" italic="false" name="_pstyle1" readonly="false" size="12" underline="false"/><Font background="[0,0,0]" bold="false" executable="false" family="Times New Roman" foreground="[0,0,0]" italic="true" name="_cstyle258" readonly="false" size="12" underline="false"/><Font background="[0,0,0]" italic="true" name="_cstyle257"/><Font background="[0,0,0]" italic="true" name="_cstyle256"/><Font background="[0,0,0]" executable="false" family="Times New Roman" name="_cstyle9" readonly="false" underline="false"/><Font background="[0,0,0]" executable="false" family="Times New Roman" name="2D Comment" readonly="false" underline="false"/><Font background="[0,0,0]" bold="true" executable="true" family="Monospaced" foreground="[255,0,0]" italic="false" name="_cstyle7" readonly="false" size="12" underline="false"/><Font background="[0,0,0]" bold="false" executable="false" family="Times New Roman" foreground="[0,0,0]" italic="false" name="_cstyle6" readonly="false" size="12" underline="false"/><Font background="[0,0,0]" bold="true" executable="false" family="Times New Roman" foreground="[0,0,0]" italic="false" name="_cstyle5" readonly="false" size="18" underline="false"/><Font background="[0,0,0]" bold="false" executable="false" family="Times New Roman" foreground="[0,0,0]" italic="false" name="_cstyle4" readonly="false" size="12" underline="false"/><Font background="[0,0,0]" bold="true" executable="false" family="Times New Roman" foreground="[0,0,0]" italic="false" name="_cstyle2" readonly="false" size="14" underline="false"/><Font background="[0,0,0]" bold="true" executable="false" family="Times New Roman" foreground="[0,0,0]" italic="false" name="_cstyle1" readonly="false" size="18" underline="true"/></Styles><Page-Numbers enabled="false" first-number="1" first-numbered-page="1" horizontal-location="right" style="Page Number" vertical-location="bottom"/><Group><Input><Text-field layout="_pstyle1" style="_pstyle1"/></Input></Group><Group><Input><Text-field layout="_pstyle2" style="_cstyle1">Partial Differential Equations</Text-field><Text-field layout="_pstyle3" style="_cstyle2">Higher-dimensional PDE: Vibrating rectangular membranes and nodes.</Text-field><Text-field layout="_pstyle1" style="_pstyle1"/><Text-field layout="_pstyle4" style="Hyperlink"><Hyperlink bold="false" family="Times New Roman" hyperlink="true" linktarget="http://www.math.lsa.umich.edu/~adzham/" size="12" style="Hyperlink">Anton Dzhamay</Hyperlink></Text-field><Text-field layout="_pstyle4" style="Hyperlink"><Hyperlink bold="false" family="Times New Roman" hyperlink="true" linktarget="http://www.math.lsa.umich.edu/" size="12" style="Hyperlink">Department of Mathematics</Hyperlink></Text-field><Text-field layout="_pstyle4" style="Hyperlink"><Hyperlink bold="false" family="Times New Roman" hyperlink="true" linktarget="http://www.umich.edu/" size="12" style="Hyperlink">The University of Michigan</Hyperlink></Text-field><Text-field layout="_pstyle5" style="_cstyle4">Ann Arbor, MI 48109</Text-field><Text-field layout="_pstyle1" style="_pstyle1"/><Text-field layout="_pstyle5" style="ParagraphStyle1"><Font style="_cstyle4">wPage: </Font><Hyperlink bold="false" family="Times New Roman" hyperlink="true" linktarget="http://www.math.lsa.umich.edu/~adzham/" size="12" style="Hyperlink">http://www.math.lsa.umich.edu/~adzham</Hyperlink></Text-field><Text-field layout="_pstyle5" style="ParagraphStyle1"><Font style="_cstyle4">email: </Font><Hyperlink bold="false" family="Times New Roman" hyperlink="true" linktarget="mailto:adzham@umich.edu" size="12" style="Hyperlink">adzham@umich.edu</Hyperlink></Text-field><Text-field layout="_pstyle1" style="_pstyle1"/><Text-field layout="_pstyle5" style="_cstyle4"><Font encoding="ISO8859-1">Copyright \251  2004  by Anton Dzhamay</Font></Text-field><Text-field layout="_pstyle5" style="_cstyle4">All rights reserved</Text-field><Text-field layout="_pstyle1" style="_pstyle1"/></Input></Group><Section collapsed="true"><Title><Text-field layout="_pstyle6" style="_cstyle5">Introduction</Text-field></Title><Text-field layout="_pstyle1" style="ParagraphStyle1"><Font style="_cstyle6">In this worksheet we consider some examples of the vibrating patterns of rectangular membranes. Such membranes are described by the 2-dimensional wave equation </Font><Equation input-equation="diff(u(x,y,t),t,t) = c^2*Delta(u(x,y,t));" style="2D Comment">NiMvLSUlZGlmZkc2JS0lInVHNiUlInhHJSJ5RyUidEdGLEYsKiYlImNHIiIjLSUmRGVsdGFHNiNGJyIiIg==</Equation><Font style="_cstyle6">. we are mainly interested in the product solution obtained by the method of separation of variables, such product solutions of the wave equations are also called </Font><Font style="_cstyle258">standing waves</Font><Font style="_cstyle6">. In particular, we consider intricate patterns of nodal curves appearing when there is more than one eigenfunction corresponding to the same eigenvalue (this happens, for example, for a square membrane.</Font></Text-field></Section><Section collapsed="true"><Title><Text-field layout="_pstyle6" style="_cstyle5">Packages</Text-field></Title><Group><Input><Text-field layout="_pstyle1" style="_cstyle6">Some packages that we use in this worksheet:</Text-field><Text-field layout="_pstyle1" prompt="&gt; " style="_cstyle7">restart: with(plottools): with(plots):</Text-field></Input></Group><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"/></Input></Group><Text-field layout="_pstyle1" style="_pstyle1"/></Section><Section collapsed="true"><Title><Text-field layout="_pstyle6" style="_cstyle5">Definitions</Text-field></Title><Group><Input><Text-field layout="_pstyle1" style="ParagraphStyle1"><Font style="_cstyle6">First we define the spatial eigenfunction </Font><Equation input-equation="Phi[n,m](x,y)" style="2D Math">NiMtJiUkUGhpRzYkJSJuRyUibUc2JCUieEclInlH</Equation><Font bold="false" foreground="[0,0,0]" italic="false" size="12" style="_cstyle9"> </Font><Font style="_cstyle6"> of the Dirichlet boundary problem:</Font></Text-field><Text-field layout="_pstyle1" prompt="&gt; " style="_cstyle10"><Font italic="false" size="12" underline="false">Phi:=unapply(sin(n*Pi*x/L)*sin(m*Pi*y/H),n,m):'Phi[n,m](x,y)'=Phi(n,m);</Font></Text-field></Input></Group><Group><Input><Text-field layout="_pstyle1" style="ParagraphStyle1"><Font style="_cstyle6">The corresponding eigenvalue </Font><Equation input-equation="lambda[n,m]" style="2D Math">NiMmJSdsYW1iZGFHNiQlIm5HJSJtRw==</Equation><Font bold="false" foreground="[0,0,0]" italic="false" size="12" style="_cstyle9"> </Font><Font style="_cstyle6"> then is </Font></Text-field><Text-field layout="_pstyle1" prompt="&gt; " style="_cstyle10"><Font italic="false" size="12" underline="false">lambda:=unapply((n*Pi/L)^2+(m*Pi/H)^2,n,m):'lambda[n,m]'=lambda(n,m);</Font></Text-field></Input></Group><Group><Input><Text-field layout="_pstyle1" style="_cstyle6">The corresponding time-dependent term is </Text-field><Text-field layout="_pstyle1" prompt="&gt; " style="_cstyle10"><Font italic="false" size="12" underline="false">T:=unapply(A[n,m]*cos(c*sqrt(lambda(n,m))*t)+B[n,m]*sin(c*sqrt(lambda(n,m))*t),n,m):T(n,m);</Font></Text-field></Input></Group><Group><Input><Text-field layout="_pstyle1" style="_cstyle6">The product solution then is </Text-field><Text-field layout="_pstyle1" prompt="&gt; " style="_cstyle10"><Font italic="false" size="12" underline="false">u:=unapply(Phi(n,m)*(T(n,m)),n,m):u(n,m);</Font></Text-field></Input></Group><Group><Input><Text-field layout="_pstyle1" style="_cstyle6">The general solution is the superposition of basic solutions:</Text-field><Text-field layout="_pstyle1" prompt="&gt; " style="_cstyle10"><Font italic="false" size="12" underline="false">sum(sum(u(n,m),n=1..infinity),m=1..infinity);</Font></Text-field></Input></Group><Group><Input><Text-field layout="_pstyle1" style="_cstyle6">In this worksheet we consider only initial displacements:</Text-field><Text-field layout="_pstyle1" prompt="&gt; " style="_cstyle10"><Font italic="false" size="12" underline="false">B[n,m]:=0;A[n,m]:=1;</Font></Text-field></Input></Group><Group><Input><Text-field layout="_pstyle1" style="_cstyle6">And therefore</Text-field><Text-field layout="_pstyle1" prompt="&gt; " style="_cstyle10"><Font italic="false" size="12" underline="false">T:=unapply(A[n,m]*cos(c*sqrt(lambda(n,m))*t)+B[n,m]*sin(c*sqrt(lambda(n,m))*t),n,m):T(n,m);</Font></Text-field></Input></Group><Group><Input><Text-field layout="_pstyle1" style="_cstyle6">and the product solution is simply</Text-field><Text-field layout="_pstyle1" prompt="&gt; " style="_cstyle10"><Font italic="false" size="12" underline="false">u:=unapply(Phi(n,m)*(T(n,m)),n,m):u(n,m);</Font></Text-field></Input></Group><Group><Input><Text-field layout="_pstyle1" style="ParagraphStyle1"><Font style="_cstyle6">The period of </Font><Font bold="false" foreground="[0,0,0]" italic="false" size="12" style="_cstyle9">(</Font><Equation input-equation="(n,m)" style="2D Math">NiQlIm5HJSJtRw==</Equation><Font bold="false" foreground="[0,0,0]" italic="false" size="12" style="_cstyle9"> </Font><Font style="_cstyle6">)-oscillation is</Font></Text-field><Text-field layout="_pstyle1" prompt="&gt; " style="_cstyle10"><Font italic="false" size="12" underline="false">P:=unapply( (2*Pi)/(c*sqrt(lambda(n,m))),n,m):P(n,m);</Font></Text-field></Input></Group><Group><Input><Text-field layout="_pstyle1" style="_cstyle6">We also introduce the following procedure that will help us to plot solutions together with corresponding nodal curves:</Text-field><Text-field layout="_pstyle1" prompt="&gt; " style="_cstyle10"><Font italic="false" size="12" underline="false">wave:=proc(sol)
display([
contourplot3d(sol,x=-0.01..1.01*L,y=-0.01..1.01*H,contours=[0],color=red,thickness=3,numpoints=600),
plot3d(sol,x=0..L,y=0..H,shading=zhue)],scaling=constrained,axes=boxed);
end:</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"/></Input></Group></Section><Section collapsed="true"><Title><Text-field layout="_pstyle6" style="_cstyle5">Rectangle</Text-field></Title><Text-field layout="Normal" style="Normal">For a generic rectangle eigenvalues are simple.</Text-field><Group><Input><Text-field layout="_pstyle1" prompt="&gt; " style="_cstyle10"><Font italic="false" size="12" underline="false">c:=1:L:=2:H:=3:</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" style="Normal">This is the "lowest energy" mode with </Text-field><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">'lambda(1,1)'=lambda(1,1);</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" style="Normal">We consider the Dirichlet boundary conditions, so the boundary of the membrane does not move.</Text-field><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">animate(wave,[u(1,1)],t=0..P(1,1));</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" style="Normal">Note that <Equation input-equation="n = 1,m = 2;" style="2D Comment">NiQvJSJuRyIiIi8lIm1HIiIj</Equation> mode has a fixed line through the middle (at <Equation input-equation="y = H/2;" style="2D Comment">NiMvJSJ5RyomJSJIRyIiIiIiIyEiIg==</Equation>). Such a line (time-independent zero-level of <Equation input-equation="u(x,y,t);" style="2D Comment">NiMtJSJ1RzYlJSJ4RyUieUclInRH</Equation>) is called the <Font bold="false" family="Times New Roman" foreground="[0,0,0]" size="12" style="_cstyle256" underline="false">nodal curve</Font>.</Text-field><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">animate(wave,[u(1,2)],t=0..P(1,2));</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" style="Normal">There are two nodal curves for <Equation input-equation="n = 3,m = 1;" style="2D Comment">NiQvJSJuRyIiJC8lIm1HIiIi</Equation> mode:</Text-field><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">animate(wave,[u(3,1)],t=0..P(3,1));</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" style="Normal">And this is how the nodal curves for <Equation input-equation="n = 3,m = 2;" style="2D Comment">NiQvJSJuRyIiJC8lIm1HIiIj</Equation> mode lookslike:</Text-field><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">animate(wave,[u(3,2)],t=0..P(3,2));</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" style="Normal">Same oscillations viewed from the top:</Text-field><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">display(animate(wave,[u(3,2)],t=0..P(3,2)),orientation=[-90,0],insequence=true);</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" style="Normal">Note that for general <Equation input-equation="L;" style="2D Comment">NiMlIkxH</Equation> and <Equation input-equation="H;" style="2D Comment">NiMlIkhH</Equation> different modes have different eigenvalues and therefore have different frequences of oscillation:</Text-field><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">'lambda(2,3)'=lambda(2,3);'lambda(3,2)'=lambda(3,2);</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" style="Normal">Such a combination will not be a <Font bold="false" family="Times New Roman" foreground="[0,0,0]" size="12" style="_cstyle257" underline="false">standing wave</Font> and will not have nodal curves (the zero-levels of <Equation input-equation="u(x,y,t);" style="2D Comment">NiMtJSJ1RzYlJSJ4RyUieUclInRH</Equation> are time-dependent:)</Text-field><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">display(animate(wave,[u(2,3)+u(3,2)],t=0..2*P(2,3)*P(3,2)),orientation=[-90,0],insequence=true,frames=1000);</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" style="Normal">Clean-up:</Text-field><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">c:='c':L:='L':H:='H':</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"/></Input></Group></Section><Section collapsed="true"><Title><Text-field layout="Heading 1" style="Heading 1">Square, multiple eigenfunctions, and interesting nodal curves</Text-field></Title><Text-field layout="Normal" style="Normal">For a square membrane different modes can have the same eigenvalue, which leads to non-trivial nodal curves and interesting vibrating patterns.</Text-field><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">c:=1:L:=2:H:=2:</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">animate(wave,[u(1,3)],t=0..P(1,3),title="u[1,3]");</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">animate(wave,[u(3,1)],t=0..P(3,1),title="u[3,1]");</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" style="Normal">Note that the eigenvalues <Equation input-equation="lambda[1,3];" style="2D Comment">NiMmJSdsYW1iZGFHNiQiIiIiIiQ=</Equation> and <Equation input-equation="lambda[3,1];" style="2D Comment">NiMmJSdsYW1iZGFHNiQiIiQiIiI=</Equation> are the same:</Text-field><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">'lambda[1,3]'=lambda(1,3); 'lambda[3,1]'=lambda(3,1);</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" style="Normal">The sum of two eigenfunctions with the same eigenvalue is still an eigenfunction with the same eigenvalue (and so adding a time-dependent term again produces a standing wave), but the nodal curve and the vibration pattern is very different from the "product" behavoir of individual eigenfunctions:</Text-field><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">animate(wave,[u(1,3)+u(3,1)],t=0..P(1,3),title="u[1,3]+u[3,1]");</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" style="Normal">We collect a few more interesting examples below:</Text-field></Input></Group><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">animate(wave,[u(1,3)-u(3,1)],t=0..P(1,3),title="u[1,3]-u[3,1]");</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">animate(wave,[u(1,3)+u(3,1)/3],t=0..P(1,3),title="u[1,3]+u[3,1]/3");</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">animate(wave,[u(1,3)-2/3*u(3,1)],t=0..P(1,3),title="u[1,3]-2/3*u[3,1]");</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">animate(wave,[u(2,3)+u(3,2)],t=0..P(2,3),title="u[2,3]+u[3,2]");</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">animate(wave,[u(2,3)+u(3,2)/3],t=0..P(2,3),title="u[2,3]+u[3,2]/3");</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">animate(wave,[u(1,4)+u(4,1)],t=0..P(1,4),title="u[1,4]+u[4,1]");</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">animate(wave,[u(1,4)+sqrt(2/3)*u(4,1)],t=0..P(1,4),title="u[1,4]+sqrt(2/3)*u[4,1]");</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">animate(wave,[u(1,4)+sqrt(2/3)*u(4,1)/3],t=0..P(1,4),title="u[1,4]+sqrt(2/3)*u[4,1]/3");</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">display(animate(wave,[u(6,1)+u(1,6)],t=0..P(1,6)),orientation=[-90,0],insequence=true,frames=1000,
title="u[6,1]+u[1,6]");</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"><Font italic="false" size="12" underline="false">display(animate(wave,[u(6,1)+0.5*u(1,6)],t=0..P(1,6)),orientation=[-90,0],insequence=true,frames=1000,
title="u[6,1]+u[1,6]/2");</Font></Text-field></Input></Group><Group><Input><Text-field layout="Normal" prompt="&gt; " style="Maple Input"/></Input></Group><Text-field layout="Normal" style="Normal"/></Section><Section collapsed="true"><Title><Text-field layout="_pstyle6" style="_cstyle5">References</Text-field></Title><Group><Input><Text-field layout="_pstyle10" style="_cstyle12">Walter A. Strauss, Partial Differential Equations: An Introduction, Wiley, 1992</Text-field><Text-field layout="_pstyle10" style="_cstyle12">Richard Haberman, Elementary Applied Partial Differential Equations, 3rd edition, Prentice Hall</Text-field><Text-field layout="_pstyle10" style="_cstyle12">Stanley J. Farlow, Partial Differential Equations for Scientists and Engineers, Dover 1982</Text-field></Input></Group><Text-field layout="_pstyle1" style="_pstyle1"/></Section><Section collapsed="true"><Title><Text-field layout="_pstyle6" style="_cstyle5">Disclaimer</Text-field></Title><Text-field layout="_pstyle1" style="_cstyle6">"While every effort has been made to validate the solutions in this worksheet, Waterloo Maple Inc. and the contributors are not responsible for any errors contained and are not liable for any damages resulting from the use of this material." </Text-field></Section><Text-field layout="_pstyle11" style="_pstyle11"/><Text-field/></Worksheet>