• Communications of the Korean Mathematical Society
• /
• v.11 no.2
• /
• pp.391-405
• /
• 1996

In this article, we calculate the cohomology groups of flat vector bundles on some manifolds.

• Bulletin of the Korean Mathematical Society
• /
• v.35 no.4
• /
• pp.785-790
• /
• 1998

Using spectral sequences we calculate the hightest non-vanishing index of Tor for modules of finite projective dimension.

• 한국초전도학회:학술대회논문집
• /
• 2007.07a
• /
• pp.35-35
• /
• 2007

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
• /
• 2011.10a
• /
• pp.652-653
• /
• 2011

• Proceedings of the SAREK Conference
• /
• 2003.07a
• /
• pp.144-144
• /
• 2003

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
• /
• v.21 no.4
• /
• pp.271-281
• /
• 1992

• Honam Mathematical Journal
• /
• v.26 no.3
• /
• pp.281-286
• /
• 2004

We calculate the harmonic series $E_{2p}:=^P\;_{^{\infty}_{n=1}}{\frac{1}{n^{2p}}$ via Waring's formula.

• Bulletin of the Korean Chemical Society
• /
• v.27 no.1
• /
• pp.31-32
• /
• 2006

• Journal of the Korea Convergence Society
• /
• v.8 no.12
• /
• pp.283-289
• /
• 2017

In this study, a general program has been developed to calculate the static design factor of a vehicle suspension system. The partial derivatives of Jacobians for constraint equations are calculated using the symbolic technique. In the commercial program, finite difference method is used to calculate the Jacobian matrix of Jacobian. But in this study, it is calculated by using the symbol calculation method to precisely consider it. The calculated Jacobian matrix for the system has proved its accuracy through the solution of the numerical example. A simulation was performed for a double wishbone suspension of a 1/4 vehicle. The result can be used to calculate the static design factor of the suspension, and also add a convergence module that can perform virtual tests.

• The Journal of Engineering Geology
• /
• v.16 no.1 s.47
• /
• pp.45-58
• /
• 2006

A new computer program SLOPILE(Ver 3.0) is developed to analyze stability of slopes containing an earth retention system composing of piles, nails and anchors. SLOPILE(Ver 3.0) can calculate the slope stability for both planar failure surfaces in infinite slopes and arc failure surfaces. In order to investigate a design adaptability of SLOPILE(Ver 3.0), analysis results of TALREN and SLOPE/W programs are compared with that of SLOPILE(Ver 3.0). SLOPILE(Ver 3.0) can calculate the slopes reinforced by earth retention system such as piles, nails and anchors. But, TALREN and SLOPE/W can not calculate the slope reinforced by piles. As a analysis result of the example case, SLOPILE(Ver 3.0) is accuracy and suitable program for the stability analysis of slopes reinforced by earth retention system. Therefore, SLOPILE(Ver 3.0) is the most suitable program to analyze the slope reinforced by the earth retention system.