1 |
최창근, 정근영, 이태열, “회전자유도를 갖는 비적합 8-절점입체요소의 개선,” 한국전산구조공학회 논문집, 제13권, 제4호, 475-484, 2000. |
미소장 |
2 |
백종균, 대체 변형률장에 의한 효율적인 4절점 쉘 유한요소의개발, 박사학위논문, KAIST, 1994. |
미소장 |
3 |
이태열, 직접 수정된 비적합 변위모드를 가진 평면쉘요소의개발 및 쉘 구조물 해석, 박사학위논문, KAIST, 2002. |
미소장 |
4 |
On drilling degrees of freedom  |
미소장 |
5 |
Formulation of a membrane finite element with drilling degrees of freedom  |
미소장 |
6 |
Cook, R.D., Malkus, D.S., and Plesha, M.E., Concepts and applications of finite element analysis, 3rd edition, John Wiley & Sons, 1989. |
미소장 |
7 |
Choi, C.K., Chung, K.Y., and Lee, T.Y., “A direct modification method for strains due to non-conforming modes,” Structural Enigineering and Mechanics, Vol. 11, No. 3, 325-340, 2001. |
미소장 |
8 |
Direct modification for non‐conforming elements with drilling DOF  |
미소장 |
9 |
4-node Plate - Bending Elements with Improved Nonconforming Modes and Substitute Shear Strain Fields
|
소장 |
10 |
A continuum mechanics based four‐node shell element for general non‐linear analysis  |
미소장 |
11 |
A proposed standard set of problems to test finite element accuracy  |
미소장 |
12 |
A family of quadrilateral Mindlin plate elements with substitute shear strain fields  |
미소장 |
13 |
Groenwold, A.A. and Slader, N., “An efficient 4-node 24 DOF thick shell finite element with 5-point quadrature,” Engrg. Compt. Vol. 12, 723-747, 1995. |
미소장 |
14 |
Taylor, R.L., “Finite elment analysis of linear shell problem,” in Whiteman, J.R.(ed.), Proc. of Mathmatics of Finite Elements and Application VI, Academic Press, New York, 191-203, 1987. |
미소장 |
15 |
On a stress resultant geometrically exact shell model. Part II: The linear theory; Computational aspects  |
미소장 |
16 |
Choi, C.K. and Lee, T.Y., “Efficient remedy for membrane locking of 4-node flat shell elements by non-conforming modes,” Comput. Methods Appl. Mech. Engrg., Vol. 192, 1961-1971, 2003. |
미소장 |
17 |
Physical stabilization of the 4-node shell element with one point quadrature  |
미소장 |
18 |
U.S. Nuclear Regulatory Commission, Standard Review Plan 3.7.2 Revision 3, NUREG-0800, 2007. |
미소장 |
19 |
Ryu, J.S., Seo, C.G., Kim, J.M. and Yun, C.B., “Seismic response analysis of soil-structure interactive system using a coupled three-dimensional FE-IE method,” Nuclear Engineering and Design, Vol. 240, 1949-1966, 2010. |
미소장 |
20 |
Lysmer, J., Tabatabaie-Raissi, M., Tajirain, F., Vandahi, S. and Ostadan, F., “A System for Analysis of Soil-Structure Interaction User’s Manual,” University of California, Berkeley, 1988. |
미소장 |
21 |
최창근, 정근영, 이태열, “회전자유도를 갖는 비적합 8-절점입체요소의 개선,” 한국전산구조공학회 논문집, 제13권, 제4호, 475-484, 2000. |
미소장 |
22 |
백종균, 대체 변형률장에 의한 효율적인 4절점 쉘 유한요소의개발, 박사학위논문, KAIST, 1994. |
미소장 |
23 |
이태열, 직접 수정된 비적합 변위모드를 가진 평면쉘요소의개발 및 쉘 구조물 해석, 박사학위논문, KAIST, 2002. |
미소장 |
24 |
On drilling degrees of freedom  |
미소장 |
25 |
Formulation of a membrane finite element with drilling degrees of freedom  |
미소장 |
26 |
Cook, R.D., Malkus, D.S., and Plesha, M.E., Concepts and applications of finite element analysis, 3rd edition, John Wiley & Sons, 1989. |
미소장 |
27 |
Choi, C.K., Chung, K.Y., and Lee, T.Y., “A direct modification method for strains due to non-conforming modes,” Structural Enigineering and Mechanics, Vol. 11, No. 3, 325-340, 2001. |
미소장 |
28 |
Direct modification for non‐conforming elements with drilling DOF  |
미소장 |
29 |
4-node Plate - Bending Elements with Improved Nonconforming Modes and Substitute Shear Strain Fields
|
소장 |
30 |
A continuum mechanics based four‐node shell element for general non‐linear analysis  |
미소장 |
31 |
A proposed standard set of problems to test finite element accuracy  |
미소장 |
32 |
A family of quadrilateral Mindlin plate elements with substitute shear strain fields  |
미소장 |
33 |
Groenwold, A.A. and Slader, N., “An efficient 4-node 24 DOF thick shell finite element with 5-point quadrature,” Engrg. Compt. Vol. 12, 723-747, 1995. |
미소장 |
34 |
Taylor, R.L., “Finite elment analysis of linear shell problem,” in Whiteman, J.R.(ed.), Proc. of Mathmatics of Finite Elements and Application VI, Academic Press, New York, 191-203, 1987. |
미소장 |
35 |
On a stress resultant geometrically exact shell model. Part II: The linear theory; Computational aspects  |
미소장 |
36 |
Choi, C.K. and Lee, T.Y., “Efficient remedy for membrane locking of 4-node flat shell elements by non-conforming modes,” Comput. Methods Appl. Mech. Engrg., Vol. 192, 1961-1971, 2003. |
미소장 |
37 |
Physical stabilization of the 4-node shell element with one point quadrature  |
미소장 |
38 |
U.S. Nuclear Regulatory Commission, Standard Review Plan 3.7.2 Revision 3, NUREG-0800, 2007. |
미소장 |
39 |
Ryu, J.S., Seo, C.G., Kim, J.M. and Yun, C.B., “Seismic response analysis of soil-structure interactive system using a coupled three-dimensional FE-IE method,” Nuclear Engineering and Design, Vol. 240, 1949-1966, 2010. |
미소장 |
40 |
Lysmer, J., Tabatabaie-Raissi, M., Tajirain, F., Vandahi, S. and Ostadan, F., “A System for Analysis of Soil-Structure Interaction User’s Manual,” University of California, Berkeley, 1988. |
미소장 |