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Hsuan Teh Hu

Researcher at National Cheng Kung University

Publications -  95
Citations -  2552

Hsuan Teh Hu is an academic researcher from National Cheng Kung University. The author has contributed to research in topics: Buckling & Finite element method. The author has an hindex of 24, co-authored 85 publications receiving 2142 citations. Previous affiliations of Hsuan Teh Hu include University of Illinois at Urbana–Champaign & University of Houston.

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Nonlinear analysis of axially loaded concrete-filled tube columns with confinement effect

Hsuan Teh Hu, +3 more
- 01 Oct 2003 - 
TL;DR: In this article, the cross sections of the CFT columns in numerical analysis are categorized into three groups, i.e., circular section, square section, and square section stiffened by reinforcing ties.
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Axial load behavior of stiffened concrete-filled steel columns

Chiung-Shiann Huang, +7 more
- 15 Aug 2002 - 
TL;DR: In this paper, the axial load behavior of concrete-filled steel tubular (CFT) columns with the width-to-thickness ratios between 40 and 150 was investigated and an effective stiffening scheme was proposed to improve the mechanical properties of square cross-sectional CFT columns.
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Dynamic response of a reinforced concrete slab subjected to air blast load

Y. S. Tai, +3 more
- 01 Dec 2011 - 
TL;DR: In this paper, the authors conduct an analysis on the propagation law of a blast pressure wave and the dynamic response of reinforced concrete structures under explosive pressure wave effects and apply the nonlinear finite element analysis software LS-DYNA to conduct a numerical simulation of a free-field explosion model.
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Nonlinear finite element analysis of reinforced concrete beams strengthened by fiber-reinforced plastics

Hsuan Teh Hu, +2 more
- 01 Feb 2004 - 
TL;DR: In this article, numerical analyses are performed using the ABAQUS finite element program to predict the ultimate loading capacity of rectangular reinforced concrete beams strengthened by fiber-reinforced plastics applied at the bottom or on both sides of these beams.
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Nonlinear analysis of short concrete-filled double skin tube columns subjected to axial compressive forces

Hsuan Teh Hu, +1 more
- 01 Oct 2011 - 
TL;DR: In this article, the axial strengths of CFDST columns calculated by the proposed formulations are compared with AISC formulations against the experimental data using the nonlinear finite element program Abaqus.