| Year |
Citation |
Score |
| 2008 |
Hart JD, Wilson EL. WAVES: An Efficient Microcomputer Program for Site Response Analysis Computer-Aided Civil and Infrastructure Engineering. 6: 129-147. DOI: 10.1111/J.1467-8667.1991.Tb00183.X |
0.36 |
|
| 1993 |
Wilson EL. Automation of the finite element method-A personal historical view Finite Elements in Analysis and Design. 13: 91-104. DOI: 10.1016/0168-874X(93)90049-V |
0.441 |
|
| 1992 |
Cacute AI, Wilson EL. Efficient Solution Procedures For Systems With Local Non‐Linearities Engineering Computations. 9: 385-398. DOI: 10.1108/Eb023874 |
0.423 |
|
| 1992 |
Ibrahimbegovic A, Wilson EL. Unified computational model for static and dynamic frictional contact analysis International Journal For Numerical Methods in Engineering. 34: 233-247. DOI: 10.1002/Nme.1620340115 |
0.359 |
|
| 1991 |
Ibrahimbegovic A, Wilson EL. Thick shell and solid finite elements with independent rotation fields International Journal For Numerical Methods in Engineering. 31: 1393-1414. DOI: 10.1002/Nme.1620310711 |
0.394 |
|
| 1991 |
Ibrahimbegovic A, Wilson EL. A unified formulation for triangular and quadrilateral flat shell finite elements with six nodal degrees of freedom Communications in Applied Numerical Methods. 7: 1-9. DOI: 10.1002/Cnm.1630070102 |
0.394 |
|
| 1990 |
Ibrahimbegovic A, Wilson EL. Automated truncation of ritz vector basis in modal transformation Journal of Engineering Mechanics. 116: 2506-2520. DOI: 10.1061/(Asce)0733-9399(1990)116:11(2506) |
0.375 |
|
| 1990 |
Wilson EL, Ibrahimbegovic A. Use of incompatible displacement modes for the calculation of element stiffnesses or stresses Finite Elements in Analysis and Design. 7: 229-241. DOI: 10.1016/0168-874X(90)90034-C |
0.412 |
|
| 1990 |
Ibrahimbegovic A, Wilson EL. A methodology for dynamic analysis of linear structure‐foundation systems with local non‐linearities Earthquake Engineering &Amp; Structural Dynamics. 19: 1197-1208. DOI: 10.1002/Eqe.4290190809 |
0.427 |
|
| 1990 |
Ibrahimbegovic A, Chen HC, Wilson EL, Taylor RL. Ritz method for dynamic analysis of large discrete linear systems with non‐proportional damping Earthquake Engineering &Amp; Structural Dynamics. 19: 877-889. DOI: 10.1002/Eqe.4290190608 |
0.422 |
|
| 1989 |
Stander N, Wilson EL. A 4-node quadrilateral membrane element with in-plane vertex rotations and modified reduced quadrature Engineering Computations. 6: 266-271. DOI: 10.1108/Eb023781 |
0.35 |
|
| 1989 |
Yuan M, Chen P, Xiong S, Li Y, Wilson EL. The WYD method in large eigenvalue problems Engineering Computations. 6: 49-57. DOI: 10.1108/Eb023759 |
0.417 |
|
| 1989 |
Ibrahimbegovic A, Wilson EL. Simple numerical algorithms for the mode superposition analysis of linear structural systems with non-proportional damping Computers and Structures. 33: 523-531. DOI: 10.1016/0045-7949(89)90026-6 |
0.463 |
|
| 1989 |
Joo K‐, Wilson EL, Leger P. Ritz vectors and generation criteria for mode superposition analysis Earthquake Engineering &Amp; Structural Dynamics. 18: 149-167. DOI: 10.1002/Eqe.4290180203 |
0.356 |
|
| 1988 |
Kuan-Jung J, Wilson EL. An adaptive finite element technique for structural dynamic analysis Computers and Structures. 30: 1319-1339. DOI: 10.1016/0045-7949(88)90196-4 |
0.435 |
|
| 1988 |
Farhat C, Wilson E. A parallel active column equation solver Computers and Structures. 28: 289-304. DOI: 10.1016/0045-7949(88)90050-8 |
0.335 |
|
| 1988 |
Leger P, Wilson EL. Modal summation methods for structural dynamic computations Earthquake Engineering &Amp; Structural Dynamics. 16: 23-27. DOI: 10.1002/Eqe.4290160103 |
0.381 |
|
| 1988 |
Wilson EL, Farhat CH. Linear and nonlinear finite element analysis on multiprocessor computer systems Communications in Applied Numerical Methods. 4: 425-434. DOI: 10.1002/Cnm.1630040317 |
0.505 |
|
| 1987 |
Leger P, Wilson EL. Generation of load dependent ritz transformation vectors in structural dynamics Engineering Computations. 4: 309-318. DOI: 10.1108/Eb023709 |
0.392 |
|
| 1987 |
Farhat C, Wilson E, Powell G. Solution of finite element systems on concurrent processing computers Engineering With Computers. 2: 157-165. DOI: 10.1007/Bf01201263 |
0.477 |
|
| 1987 |
Farhat C, Wilson E. A new finite element concurrent computer program architecture International Journal For Numerical Methods in Engineering. 24: 1771-1792. DOI: 10.1002/Nme.1620240912 |
0.401 |
|
| 1987 |
Farhat C, Wilson E. Concurrent iterative solution of large finite element systems Communications in Applied Numerical Methods. 3: 319-326. DOI: 10.1002/Cnm.1630030414 |
0.466 |
|
| 1986 |
Farhat C, Wilson E. Modal superposition dynamic analysis on concurrent multiprocessors Engineering Computations. 3: 305-311. DOI: 10.1108/Eb023671 |
0.465 |
|
| 1985 |
Wilson EL. A new method of dynamic analysis for linear and nonlinear systems Finite Elements in Analysis and Design. 1: 21-23. DOI: 10.1016/0168-874X(85)90004-6 |
0.405 |
|
| 1984 |
Bayo E, Wilson EL. Finite element and Ritz vector techniques for the solution to three-dimensional soil — structure interaction problems in the time domain Engineering Computations. 1: 298-311. DOI: 10.1108/Eb023584 |
0.457 |
|
| 1984 |
Wilson EL, Hoit MI. A computer adaptive language for the development of structural analysis programs Computers and Structures. 19: 321-338. DOI: 10.1016/0045-7949(84)90042-7 |
0.66 |
|
| 1984 |
Bayo EP, Wilson EL. Use of ritz vectors in wave propagation and foundation response Earthquake Engineering &Amp; Structural Dynamics. 12: 499-505. DOI: 10.1002/Eqe.4290120406 |
0.43 |
|
| 1983 |
Wilson EL, Itoh T. An eigensolution strategy for large systems Computers and Structures. 16: 259-265. DOI: 10.1016/0045-7949(83)90166-9 |
0.416 |
|
| 1983 |
Hoit M, Wilson EL. An equation numbering algorithm based on a minimum front criteria Computers and Structures. 16: 225-239. DOI: 10.1016/0045-7949(83)90163-3 |
0.673 |
|
| 1983 |
Wilson EL, Khalvati M. Finite elements for the dynamic analysis of fluid‐solid systems International Journal For Numerical Methods in Engineering. 19: 1657-1668. DOI: 10.1002/Nme.1620191105 |
0.461 |
|
| 1982 |
Wilson EL, Yuan M‐, Dickens JM. Dynamic analysis by direct superposition of Ritz vectors Earthquake Engineering &Amp; Structural Dynamics. 10: 813-821. DOI: 10.1002/Eqe.4290100606 |
0.419 |
|
| 1982 |
Wilson EL, Button MR. Three‐dimensional dynamic analysis for multi‐component earthquake spectra Earthquake Engineering &Amp; Structural Dynamics. 10: 471-476. DOI: 10.1002/Eqe.4290100309 |
0.342 |
|
| 1981 |
Wilson EL, Der Kiureghian A, Bayo EP. A replacement for the srss method in seismic analysis Earthquake Engineering &Amp; Structural Dynamics. 9: 187-192. DOI: 10.1002/Eqe.4290090207 |
0.35 |
|
| 1980 |
Wilson EL. The use of minicomputers in structural analysis Computers & Structures. 12: 695-698. DOI: 10.1016/0045-7949(80)90171-6 |
0.306 |
|
| 1979 |
Wilson EL. CAL-A computer analysis language for teaching structural analysis Computers and Structures. 10: 127-132. DOI: 10.1016/0045-7949(79)90079-8 |
0.42 |
|
| 1979 |
Clough RW, Wilson EL. Dynamic analysis of large structural systems with local nonlinearities Computer Methods in Applied Mechanics and Engineering. 17: 107-129. DOI: 10.1016/0045-7825(79)90084-7 |
0.624 |
|
| 1976 |
Taylor RL, Beresford PJ, Wilson EL. A non‐conforming element for stress analysis International Journal For Numerical Methods in Engineering. 10: 1211-1219. DOI: 10.1002/Nme.1620100602 |
0.321 |
|
| 1975 |
Bathe K‐, Ramm E, Wilson EL. Finite element formulations for large deformation dynamic analysis International Journal For Numerical Methods in Engineering. 9: 353-386. DOI: 10.1002/Nme.1620090207 |
0.458 |
|
| 1974 |
Ghaboussi J, Wilson EL, Isenberg J. Finite element for rock joints and interfaces International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts. 11: 66. DOI: 10.1016/0148-9062(74)91720-3 |
0.347 |
|
| 1974 |
Wilson EL, Bathe KJ, Doherty WP. Direct solution of large systems of linear equations Computers and Structures. 4: 363-372. DOI: 10.1016/0045-7949(74)90063-7 |
0.429 |
|
| 1974 |
Bathe KJ, Wilson EL. NONSAP - A nonlinear structural analysis program Nuclear Engineering and Design. 29: 266-293. DOI: 10.1016/0029-5493(74)90128-9 |
0.457 |
|
| 1974 |
Wilson EL, Bathe KJ, Peterson FE. Finite element analysis of linear and nonlinear heat transfer Nuclear Engineering and Design. 29: 110-124. DOI: 10.1016/0029-5493(74)90101-0 |
0.449 |
|
| 1974 |
Wilson EL. The static condensation algorithm International Journal For Numerical Methods in Engineering. 8: 198-203. DOI: 10.1002/Nme.1620080115 |
0.36 |
|
| 1973 |
Wilson EL, Bathe KJ, Peterson FE, Dovey HH. SAP - A structural analysis program for linear systems Nuclear Engineering and Design. 25: 257-274. DOI: 10.1016/0029-5493(73)90048-4 |
0.418 |
|
| 1973 |
Bathe K‐, Wilson EL. Solution methods for eigenvalue problems in structural mechanics International Journal For Numerical Methods in Engineering. 6: 213-226. DOI: 10.1002/Nme.1620060207 |
0.406 |
|
| 1973 |
Ghaboussi J, Wilson EL. Flow of compressible fluid in porous elastic media International Journal For Numerical Methods in Engineering. 5: 419-442. DOI: 10.1002/Nme.1620050311 |
0.339 |
|
| 1972 |
Wilson EL, Penzien J. Evaluation of orthogonal damping matrices International Journal For Numerical Methods in Engineering. 4: 5-10. DOI: 10.1002/Nme.1620040103 |
0.345 |
|
| 1972 |
Bathe KJ, Wilson EL. Stability and accuracy analysis of direct integration methods Earthquake Engineering &Amp; Structural Dynamics. 1: 283-291. DOI: 10.1002/Eqe.4290010308 |
0.392 |
|
| 1972 |
Wilson EL, Farhoomand I, Bathe KJ. Nonlinear dynamic analysis of complex structures Earthquake Engineering &Amp; Structural Dynamics. 1: 241-252. DOI: 10.1002/Eqe.4290010305 |
0.463 |
|
| 1971 |
Clough RW, Wilson EL. Dynamic finite element analysis of arbitrary thin shells Computers and Structures. 1: 33-56. DOI: 10.1016/0045-7949(71)90004-6 |
0.656 |
|
| 1966 |
Wilson EL, Nickell RE. Application of the finite element method to heat conduction analysis Nuclear Engineering and Design. 4: 276-286. DOI: 10.1016/0029-5493(66)90051-3 |
0.436 |
|
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