| LEADER 00000nam 2200000uu 4500 |
| 001 13399112062 |
| 003 ULIBM |
| 008 120713s||||||||th 000 0 tha d |
| 020 0534385176 |
| 020 9780534385170 |
| 035 (OCoLC)45493079 |
| 040 DLC^cDLC^dBAKER^dBTCTA^dYDXCP^dUBA^dDEBBG^dEXW^dTULIB |
| 050 00 TA347.F5^bL64 2002 |
| 082 00 ^a620^bLA |
| 100 1 Logan, Daryl L |
| 245 12 A first course in the finite element method /^cDaryl L.Logan |
| 250 3rd ed |
| 260 Pacific Grove, CA :^bBrooks/Cole,^cc2002 |
| 300 xvi, 696 p. :^bill. ;^c25 cm^d720 |
| 500 Rev. ed. of: A first course in the finite element methodusing algor. 2000 |
| 504 Includes bibliographical references and index |
| 505 00 ^tBrief History --^tIntroduction to Matrix Notation --^tRole of the Computer --^tGeneral Steps of the Finite Element Method --^tApplications of the Finite Element Method --^tAdvantages of the Finite Element Method --^tComputer Programs for the Finite Element Method --^tDefinition of the Stiffness Matrix --^tDerivation of theStiffness Matrix for a Spring Element --^tExample of a Spring Assemblage --^tAssembling the Total Stiffness Matrix by Superposition (Direct Stiffness Method) --^tBoundary Conditions --^tPotential Energy Approach to Derive Spring Element Equations --^tDevelopment of Truss Equations --^tDerivation of the Stiffness Matrix for a BarElement in Local Coordinates --^tSelecting Approximation Functions for Displacements --^tTransformation of Vectors in Two Dimensions --^tGlobal Stiffness Matrix --^tComputation of Stress for a Bar in the x-y Plane --^tSolution of a Plane Truss --^tTransformation Matrix and Stiffness Matrix for a Bar in Three-Dimensional Space --^tUse of Symmetry in Structure --^tInclined, or Skewed, Supports --^tPotential Energy Approach to Derive Bar Element Equations --^tComparison of Finite Element Solution to Exact Solution for Bar --^tGalerkin^'s ResidualMethod and Its Application to a One-Dimensional Bar --^tDevelopment of Beam Equations --^tBeam Stiffness --^tExample of Assemblage of Beam Stiffness Matrices --^tExamples of Beam Analysis Using the Direct Stiffness Method --^tDistributed Loading --^tComparison of the Finite Element Solution to the Exact Solution for a Beam --^tBeam Element with Nodal Hinge |
| 650 0 Finite element method |
| 700 1 Logan, Daryl L.^tFirst course in the finite element methodusing algor |
| 776 08 ^iOnline version:^aLogan, Daryl L.^tFirst course in thefinite element method.^b3rd ed.^dPacific Grove, CA : Brooks/Cole, c2002^w(OCoLC)712583899 |
| 856 42 ^3Contributor biographical information^uhttp://catdir.loc.gov/catdir/enhancements/fy1103/00067507-b.html |
| 856 42 ^3Publisher description^uhttp://catdir.loc.gov/catdir/enhancements/fy1103/00067507-d.html |
| 945 ^p720^l0^i008927 |
| 999 ^aคณะวิศวะ (มมส) |
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