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| 1 |
Degree-of-Freedom-Based Reduction Method for Modal Analysis of Repeated Structure
Choi, Geomji;Chang, Seongmin;
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Computational Structural Engineering Institute of Korea
, v.34, no.2, pp.71-75,
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| 2 |
Suggestions for Enhancing Sampling-Based Approach of Seismic Probabilistic Risk Assessment
Kwag, Shinyoung;Eem, Seunghyun;Choi, Eujeong;Ha, Jeong Gon;Hahm, Daegi;
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Computational Structural Engineering Institute of Korea
, v.34, no.2, pp.77-84,
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| 3 |
Modified K&C Model for Numerical Analysis of Steel-Fiber-Reinforced Concrete Structure
Park, Gang-Kyu;Lee, Minjoo;
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Computational Structural Engineering Institute of Korea
, v.34, no.2, pp.85-91,
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| 4 |
Finite Element Analysis of the Reinforced Concrete Boundary-Beam-Wall System Subjected to Axial Load
Son, Hong-Jun;Kim, Seung-Il;Kim, Dae-Jin;
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Computational Structural Engineering Institute of Korea
, v.34, no.2, pp.93-100,
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| 5 |
Automation of Krylov Subspace Model Order Reduction for Transient Response Analysis with Multiple Loading
Han, Jeong Sam;Kim, Seung Hyun;
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Computational Structural Engineering Institute of Korea
, v.34, no.2, pp.101-111,
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| 6 |
Consistent Boundary Condition for Horizontally-Polarized Shear (SH) Waves Propagated in Layered Waveguides
Lee, Jin Ho;
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Computational Structural Engineering Institute of Korea
, v.34, no.2, pp.113-120,
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