許 協隆

研究成果

每年研究成果 1991 2000 2001 2003 2006 2009 2011 2022

• 27 期刊論文
• 2 會議論文
• 1 會議論文篇章

每年研究成果

每年研究成果

搜尋結果

• 2022

  Improving brace member seismic performance with amplified-deformation lever-armed dampers

  Sarassantika, I. P. E. & Hsu, H. L., 5月 2022, 於: Journal of Constructional Steel Research. 192, 107221.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Dissipation 100%
  • Energy dissipation 78%
  • Cyclic loads 53%
  • Energy 43%
  • Earthquakes 39%
  2 引文 斯高帕斯（Scopus）
• 2021

  Numerical modeling on varying patch repair size of cracked beam using engineered cementitious composites

  Cahyati, M. D., Huang, W. H. & Hsu, H. L., 7 1月 2021, 於: World Journal of Engineering. 18, 1, p. 14-22 9 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Engineered cementitious composite 100%
  • repair 66%
  • Repair 55%
  • Numerical models 55%
  • tensile strength 34%
• 2020

  Steel A-braced frame upgrade performance under various load characteristics

  Halim, H. & Hsu, H. L., 12月 2020, 於: Journal of Constructional Steel Research. 175, 106303.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Cyclic loads 100%
  • Dissipation 93%
  • Steel 49%
  • Earthquakes 49%
  • Energy dissipation 48%
  7 引文 斯高帕斯（Scopus）
• 2018

  Brace performance with steel curved dampers and amplified deformation mechanisms

  Hsu, H. L. & Halim, H., 15 11月 2018, 於: Engineering Structures. 175, p. 628-644 17 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Steel 100%
  • Cyclic loads 33%
  • Structural design 27%
  • Buckling 25%
  • Earthquakes 24%
  32 引文 斯高帕斯（Scopus）
• 2017

  Improving seismic performance of framed structures with steel curved dampers

  Hsu, H. L. & Halim, H., 1 1月 2017, 於: Engineering Structures. 130, p. 99-111 13 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Steel structures 100%
  • Steel 54%
  • Stiffness 43%
  • Ductility 27%
  • Earthquakes 26%
  77 引文 斯高帕斯（Scopus）
• 2015

  Seismic performance of steel frames with controlled buckling mechanisms in knee braces

  Hsu, H. L. & Li, Z. C., 4月 2015, 於: Journal of Constructional Steel Research. 107, p. 50-60 11 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Dissipation 100%
  • Buckling 80%
  • Strength 58%
  • Resistance 57%
  • Steel 53%
  31 引文 斯高帕斯（Scopus）
• 2011

  Deformation and failure of GFRP structural members under bending and torsional loads

  Chen, S. K., Huang, C. K., Wang, C. Y., Hsu, H. L. & Liao, G. M., 6月 2011, 於: Journal of the Chinese Institute of Civil and Hydraulic Engineering. 23, 2, p. 163-174 12 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Glass fiber reinforced plastics 100%
  • Structural members 85%
  • Torsional stress 18%
  • Rigidity 18%
  • Numerical analysis 15%

• Experimental evaluation on the seismic performance of steel knee braced frame structures with energy dissipation mechanism

  Hsu, H. L., Juang, J. L. & Chou, C. H., 2月 2011, 於: Steel and Composite Structures. 11, 1, p. 77-91 15 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Dissipation 100%
  • Energy dissipation 78%
  • Steel 53%
  • Energy 43%
  • Strength 29%
  30 引文 斯高帕斯（Scopus）
• 2009

  Experimental evaluation on the seismic performance of high strength thin-walled composite members accounting for sectional aspect ratio effect

  Hsu, H. L., Juang, J. L. & Luo, K. T., 8月 2009, 於: Steel and Composite Structures. 9, 4, p. 367-380 14 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Aspect ratio 100%
  • Strength 68%
  • Composite materials 62%
  • Composite Material 53%
  • Cyclic loads 31%
  3 引文 斯高帕斯（Scopus）

• Performance of composite members subjected to axial load and bi-axial bending

  Hsu, H. L., Jan, F. J. & Juang, J. L., 4月 2009, 於: Journal of Constructional Steel Research. 65, 4, p. 869-878 10 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Axial loads 100%
  • Strength 58%
  • Steel 53%
  • Composite materials 52%
  • Composite Material 45%
  10 引文 斯高帕斯（Scopus）
• 2008

  Seismic performance assessment of steel reinforced concrete members accounting for double pivot stiffness degradation

  Juang, J. L. & Hsu, H. L., 12月 2008, 於: Steel and Composite Structures. 8, 6, p. 441-455 15 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Cyclic loads 100%
  • Analytical models 72%
  • Reinforced concrete 71%
  • Degradation 59%
  • Stiffness 59%
  1 引文 斯高帕斯（Scopus）
• 2007

  Flexural-torsional performance of thin-walled steel hollow box columns subjected to a cyclic eccentric load

  Hsu, H. L. & Tsao, J. W., 2月 2007, 於: Thin-Walled Structures. 45, 2, p. 149-158 10 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Cyclic loads 100%
  • Bending strength 82%
  • Aspect ratio 78%
  • Steel 49%
  • Torsional stress 43%
  10 引文 斯高帕斯（Scopus）
• 2006

  Bond mechanism effect on the flexural behavior of steel reinforced concrete composite members

  Juang, J. L. & Hsu, H. L., 10月 2006, 於: Steel and Composite Structures. 6, 5, p. 387-400 14 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Reinforced concrete 100%
  • Strength 75%
  • Steel 68%
  • Composite materials 68%
  • Composite Material 59%
  2 引文 斯高帕斯（Scopus）

• Improving seismic performance of concrete-filled tube to base connections

  Hsu, H. L. & Lin, H. W., 12月 2006, 於: Journal of Constructional Steel Research. 62, 12, p. 1333-1340 8 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Stiffener 100%
  • Rigidity 54%
  • Concretes 36%
  • Strength 34%
  • Column Like Crystal 32%
  25 引文 斯高帕斯（Scopus）
• 2004

  Seismic performance of steel-encased composite members with strengthening cross-inclined bars

  Hsu, H. L., Hsieh, J. C. & Juang, J. L., 11月 2004, 於: Journal of Constructional Steel Research. 60, 11, p. 1663-1679 17 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Torsion 100%
  • Torsional stress 98%
  • Steel 56%
  • Composite materials 56%
  • Concretes 49%
  33 引文 斯高帕斯（Scopus）
• 2003

  Flexural performance of symmetrical cold-formed thin-walled members under monotonic and cyclic loading

  Hsu, H. L. & Chi, P. S., 1月 2003, 於: Thin-Walled Structures. 41, 1, p. 47-67 21 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Rigidity 100%
  • Buckling 87%
  • Flanges 50%
  • Dynamic response 42%
  • Analytical models 42%
  8 引文 斯高帕斯（Scopus）

• Improving seismic design efficiency of petrochemical facilities

  Hsu, H. L. & Jean, S. Y., 5月 2003, 於: Practice Periodical on Structural Design and Construction. 8, 2, p. 107-117 11 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Seismic design 100%
  • Petrochemicals 94%
  • Ductility 78%
  • Stiffness 61%
  • Brittle fracture 50%
  1 引文 斯高帕斯（Scopus）

• Performance of hollow composite members subjected to cyclic eccentric loading

  Hsu, H. L. & Liang, L. L., 3月 2003, 於: Earthquake Engineering and Structural Dynamics. 32, 3, p. 443-461 19 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • cyclic loading 100%
  • torsion 99%
  • Torsional stress 83%
  • Composite materials 48%
  • ductility 31%
  16 引文 斯高帕斯（Scopus）

• Seismic performance of concrete-filled tubes with restrained plastic hinge zones

  Hsu, H. L. & Yu, H. L., 5月 2003, 於: Journal of Constructional Steel Research. 59, 5, p. 587-608 22 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Hinges 100%
  • Rod Like Crystal 88%
  • Buckling 83%
  • Plastics 69%
  • Concretes 64%
  20 引文 斯高帕斯（Scopus）
• 2001

  Cyclic responses of thin-walled structural steel members subjected to three-dimensional loading

  Hsu, H. L. & Shyu, Y. F., 7月 2001, 於: Thin-Walled Structures. 39, 7, p. 571-582 12 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Steel construction 100%
  • Axial loads 99%
  • Torsional stress 91%
  • Bending strength 43%
  • Earthquakes 39%
  8 引文 斯高帕斯（Scopus）

• Upgrading the performance of steel box piers subjected to earthquakes

  Hsu, H. L. & Chang, D. L., 9月 2001, 於: Journal of Constructional Steel Research. 57, 9, p. 945-958 14 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Bridge piers 100%
  • Deterioration 70%
  • Earthquakes 67%
  • Strength 49%
  • Steel 45%
  14 引文 斯高帕斯（Scopus）
• 2000

  Flexural-torsional behaviour of steel reinforced concrete members subjected to repeated loading

  Hsu, H. L. & Wang, C. L., 5月 2000, 於: Earthquake Engineering and Structural Dynamics. 29, 5, p. 667-682 16 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • torsion 100%
  • reinforced concrete 96%
  • Torsional stress 83%
  • Reinforced concrete 69%
  • steel 60%
  40 引文 斯高帕斯（Scopus）

• Performance of thin-walled box columns strengthened with internal braces

  Hsu, H. L. & Juang, J. L., 7月 2000, 於: Thin-Walled Structures. 37, 3, p. 241-258 18 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Deterioration 100%
  • Buckling 97%
  • Steel 64%
  • Energy dissipation 47%
  • Stiffness 38%
  14 引文 斯高帕斯（Scopus）
• 1999

  Experimental evaluation on seismic performance of sandwich box columns

  Hsu, H. L. & Lin, J. L., 1999, 於: Earthquake Engineering and Structural Dynamics. 28, 7-8, p. 823-840 18 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • steel 100%
  • Concretes 92%
  • Steel 79%
  • evaluation 65%
  • ductility 52%
  6 引文 斯高帕斯（Scopus）
• 1997

  Construction of a Virtual Reality Learning Environment for Teaching Structural Analysis

  Chou, C., Hsu, H. L. & Yao, Y. U. S., 1997, 於: Computer Applications in Engineering Education. 5, 4, p. 223-230 8 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • teaching analysis 100%
  • structural analysis 75%
  • Structural analysis 65%
  • virtual reality 62%
  • Teaching 56%
  21 引文 斯高帕斯（Scopus）
• 1994

  Optimization of space trusses on vector multiprocessor

  Adeli, H. & Hsu, H. L., 1月 1994, 於: Journal of Aerospace Engineering. 7, 1, p. 120-126 7 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Trusses 100%
  • Environment 45%
  3 引文 斯高帕斯（Scopus）
• 1991

  A microtasking algorithm for optimization of structures

  Hsu, H. L. & Adeli, H., 6月 1991, 於: International Journal of High Performance Computing Applications. 5, 2, p. 82-91 10 p.

  研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

  • Optimization 100%
  • Stress Constraints 74%
  • Optimality Criteria 49%
  • Speedup 46%
  • Design 27%
  1 引文 斯高帕斯（Scopus）