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Showing items 1-10 of 51 (6 Page(s) Totally) 1 2 3 4 5 6 > >> View [10|25|50] records per page
國立交通大學 |
2019-04-03T06:41:44Z |
CALCULATION OF THE PEIERLS BARRIER WITH A TENSION-FRENKEL-KONTOROVA MODEL
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SHIE, JS; HSIAO, KM |
國立交通大學 |
2019-04-02T05:59:03Z |
NONLINEAR FINITE-ELEMENT ANALYSIS OF ELASTIC FRAMES
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HSIAO, KM; HOU, FY |
國立交通大學 |
2014-12-08T15:49:09Z |
A consistent finite element formulation for linear buckling analysis of spatial beams
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Hsiao, KM; Yang, RT; Lin, WY |
國立交通大學 |
2014-12-08T15:46:57Z |
A consistent co-rotational finite element formulation for geometrically nonlinear dynamic analysis of 3-D beams
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Hsiao, KM; Lin, JY; Lin, WY |
國立交通大學 |
2014-12-08T15:45:52Z |
A co-rotational formulation for thin-walled beams with monosymmetric open section
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Hsiao, KM; Lin, WY |
國立交通大學 |
2014-12-08T15:45:52Z |
A co-rotational finite element formulation for buckling and postbuckling analyses of spatial beams
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Hsiao, KM; Lin, WY |
國立交通大學 |
2014-12-08T15:44:21Z |
Co-rotational formulation for geometric nonlinear analysis of doubly symmetric thin-walled beams
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Lin, WY; Hsiao, KM |
國立交通大學 |
2014-12-08T15:44:11Z |
Vibration analysis of a rotating Timoshenko beam
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Lin, SC; Hsiao, KM |
國立交通大學 |
2014-12-08T15:43:12Z |
Exact tangent stiffness for imperfect beam-column members - Discussion
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Teh, LH; Hsiao, KM; White, DW; Ziemian, RD |
國立交通大學 |
2014-12-08T15:41:11Z |
A buckling and postbuckling analysis of rods under end torque and compressive load
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Lin, WY; Hsiao, KM |
Showing items 1-10 of 51 (6 Page(s) Totally) 1 2 3 4 5 6 > >> View [10|25|50] records per page
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