鄭錦銅
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專長
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專長 |
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1 |
大型結構試驗 |
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2 |
鋼筋混凝土設計 |
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3 |
地震工程 |
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4 |
鋼與混凝土複合構造 |
授課領域
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領域 |
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1 |
材料力學 |
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2 |
鋼筋混凝土設計 |
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3 |
地震工程 |
學歷
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畢業學校 |
主修學門系所 |
學位 |
|
1 |
美國紐約州立大學水牛城分校 |
土木與環境工程系 |
博士 |
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2 |
美國西維吉尼亞大學 |
土木工程系 |
碩士 |
經歷
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服務機關/單位 |
職稱 |
時間(起) |
時間(迄) |
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1 |
高雄科技大學 |
教授 |
2018/02 |
2024/07 |
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2 |
高雄第一科技大學 |
系主任 |
2011/08 |
2014/07 |
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3 |
高雄第一科技大學 |
教授 |
2009/05 |
2018/02 |
|
4 |
高雄第一科技大學 |
副教授 |
2003/01 |
2009/04 |
|
5 |
高雄第一科技大學 |
助理教授 |
1996/01 |
2002/12 |
期刊論文
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發表期刊論文 |
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1 |
Mo, Y.L., Yeh, Y-K., Cheng, C.-T., Tsai, I.C. and Kao, C.C., (2001), “Seismic Performance and Retrofit of Hollow Bridge Columns,” Earthquake Engineering and Engineering Seismology, Vol. 3, No. 1, pp. 59-66. |
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2 |
Cheng, C.-T., and L- L. Chung (2003), “Seismic Performance of Steel Beams to Concrete-filled Steel Tubular Connections,” Journal of Constructional Steel Research, Vol. 59, No. 3, March 2003, pp. 405-426. SCI (61 citations) |
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3 |
Cheng, C.-T., Yang, J-C., Yeh, Y-K. and S.E. Chen (2003), “Seismic Performance of Repaired Hollow-Bridge Piers,” Construction and Building Materials, Vol. 17, No.5, pp. 339-351. SCI (57 citations) |
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4 |
Cheng, C.-T., Yeh, Y-K. Mo and Y-L. (2004) “Flexural Repair of Hollow Rectangular Bridge Columns Failed due to Earthquake Type Loading,” Materials and Structures Journal, Dec. 2004, Vol. 37, No. 274, pp. 717-723. SCI (6 citations) |
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5 |
Cheng, C.-T. and Chen, C.-C. (2005) “Seismic Behavior of Steel Beam and Reinforced Concrete Column Connections,” Journal of Constructional Steel Research, Vol. 61, No. 5, May 2005, pp. 587-606. SCI (35 citations) |
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6 |
Cheng, C.-T., Mo, Y.-L. and Yeh, Y.-K. (2005) “Evaluation of As-built, Retrofitted and Repaired Shear-Critical Hollow Bridge Columns under Earthquake-type Loading,” Journal of Bridge Engineering, ASCE, Vol. 10, No.5, Sept.-Oct, 2005, pp.520-529. SCI (20 citations) |
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7 |
鄭錦銅、詹成富、鍾立來，(2006)『含樓版鋼管混凝土梁柱接頭耐震行為研究』，結構工程，第二十一卷，第一期，47－70頁。 |
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8 |
Cheng, C.-T. (2007) “Energy Dissipation in Rocking Bridge Piers under Free Vibration Tests,” Earthquake Engineering and Structural Dynamics, Vol. 36, No. 4, pp.503-518. SCI (22 citations) |
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9 |
Cheng, C.-T., Chan, C.-F. and Chung, L.-L., (2007) “Seismic Behavior of Steel Beams and CFT Column Connections with Floor Slabs,” Journal of Constructional Steel Research, Vol. 63, No. 11, Nov. 2007, pp. 1479-1493. SCI (48 citations) |
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10 |
Cheng, C-T. (2008) “Shaking Table Tests of Self-centering Designed Bridge Sub-structures,” Engineering Structures, Vol. 30, No.12, pp. 3426-3433. SCI (54 citations) |
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11 |
Cheng, C-T. (2008) “Seismic Behavior of Precast/Post-Tensioned Reinforced Concrete Beam to Column Connections,” Computers and Concrete, An International Journal, Vol.5, No.6, pp. 525-544. SCI |
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12 |
Cheng,C.-T. and Jiang, M.-H. (2013) “Application of Self-centering Rocking Bearings in Vibration Isolation of Building,” Journal of Vibration and Shock, Vol. 32, No. 8, pp. 68-78. (In Chinese) EI |
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13 |
Cheng, C.-T. and Jiang, M.-H. (2013) “Seismic Response of Rocking Pier System on Rigid Foundation,” Journal of Hunan University (Natural Sciences), Vol. 40, No. 4, pp. 32-41. (In Chinese) EI (3 citations) |
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14 |
江銘鴻、鄭錦銅、趙志泓，(2013) 『自復位搖晃式支承運用於建築隔震之理論研究與分析』，結構工程，第二十八卷，第四期，91－113頁。 |
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15 |
Cheng, C.-T. and Chen, F.-L. (2014) “Seismic Performance of a Rocking Bridge Pier Substructure with Frictional Hinge Dampers,” Smart Structures and Systems, Vol.14, No.4 .pp. 501-516. SCI (3 citations) |
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16 |
Cheng, C.-T. and Chao, C.-H. (2017) “Seismic Behavior of Rocking Base-isolated Structures,” Engineering Structures, Vol. 139, May 2017, pp. 46-58. SCI |
研討會論文
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發表研討會論文 |
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1 |
Cheng C.-T., Lu, L.-Y., Hwang, P.-S. and Chung, L.-L.(2000), ”Connection Behavior of Steel Beam to Concrete-filled Circular Steel Tubes,” Proc. of the 6th ASCCS International Conference on Steel-Concrete Composite Structures, Los Angles, U.S.A., March 22-24, 2000, pp. 581-589. |
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2 |
Cheng, C.-T., Lin, Y.-H. and Lu, L.-Y.(2001). “Shear Transfer in the Panel Zone of Steel Beam to Concrete-filled Tubular Connections,” The First International Conference on Steel and Composite Structures, June 14-16, 2001, Busan, Korea, pp. 1161-1169. |
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3 |
Cheng, C.-T., Yang, J.-C. and Yeh, Y.-K. (2001). “Seismic Performance of Hollow-Bridge Piers Repaired by FRP,” Proceedings of the International Conference on FRP Composites in Civil Engineering, Dec. 12-15, 2001, Hong Kong, China, Vol. 1, pp. 859-867. |
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4 |
Cheng, C.-T. (2003) “Seismic Behavior of Slab on Steel Beam to Reinforced Concrete Column Connections,” Response of Structures to Extreme Loading Conference, Aug. 3-6, 2003, Toronto, Paper No. O95. |
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5 |
Cheng, C.-T., Chan, C.-F. and Chung, L.-L. (2003) “Test of CFT Connections with Floor Slab,” International Workshop on Steel and Concrete Composite Construction, Oct. 8-9, 2003, Taipei, pp. 271-279. |
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6 |
Cheng, C.-T., and Chen, Cheng-Chih (2004) “Test and Behavior of Steel Beam to Reinforced Concrete Column Connections,” Paper No. 422, 13Th World Conference on Earthquake Engineering, Aug. 1-6, 2004, Vancouver, Canada. |
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7 |
Cheng, C.-T. and Liu, C.-T. (2005) “Seismic Performance of Post-tensioned Interior Reinforced Concrete Beam to Column Connections,” US-Taiwan Workshop on Self-Centering Structural Systems, June 6-7, 2005, Report No. NCREE-05-004, pp. 25-27. |
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8 |
Cheng, C.-T. and Liu, C.-T. (2006) “Seismic Performance of Precast/Post-tensioned Reinforced Concrete Beam to Column Connections,” paper No.218, First European Conference on Earthquake Engineering and Seismology, Sept. 3-8, 2006, Geneva, Switzerland. |
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9 |
Cheng, C-T. and Lu, W.-H. (2006) “Shaking Table Tests of Self-centering Designed Bridge Sub-structures,” paper No. 60, Fourth International Conference on Earthquake Engineering, Oct. 12-13, 2006, Taipei, Taiwan.. |
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10 |
Cheng, C.-T. and Keh, W.-L. (2006) “Force transfer of Floor Slab in Self-centering Designed Structures,” 2nd US-Taiwan Workshop on Self-Centering Structural Systems, Oct. 14, 2006, Report No. NCREE-06-013, pp. 30-33. |
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11 |
Cheng, C.-T. and Ke, W.-L. (2007) “The Force Transfer of Floor Slabs in a 3D Precast/Post-tensioned Reinforced Concrete Sub-structure,” Paper No. 063, The 8th Pacific Conference on Earthquake Engineering (8PCEE), December 5-7, 2007, Singapore.
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12 |
Cheng, C.-T., Chen, H.-H., Lin, K.-C., Chen P.-C. and Jhuang, S.-J.(2008) “Seismic Performance of a 3D Precast/Post-Tensioned Reinforced Concrete Sub-Structure under Bi-Axial Loads,” Paper No.12-01-0203, 14Th World Conference on Earthquake Engineering, Oct. 12-17, 2008, Bejing, China. |
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13 |
Cheng, C.-T., Chen, H.-H., Lin, K.-C., Chen P.-C. and Jhuang, S.-J. (2008) “Seismic behavior of a 3D Self-Centering Design Reinforced Concrete Sub-Structure under Bi-Axial Loads,” Paper No. 369, Eleventh East Asia-Pacific Conference on Structural Engineering & Construction (EASEC-11), November 19-21, 2008, Taipei, TAIWAN. |
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14 |
Cheng, C.-T., Chen, F.-L. and Lu, L.-Y. (2009) “Shaking Table Test of a Self-centering Designed Bridge Substructure with Frictional Hinge Dampers,” International Conference in Commemoration of the 10 Th Anniversary of 1999 Chi-Chi Earthquake, Sep. 17-21, 2009, Taipei, Taiwan. |
|
15 |
Cheng, C.-T. and Chen, F.-L. (2010) “Shaking Table Tests of a Self-centering Designed Bridge Substructure with Frictional Hinge Dampers,” Paper No. 1770, 14th European Conference on Earthquake Engineering, Aug. 30-Sep.03, 2010, Ohrid, R. O. Macedonia. |
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16 |
Cheng, C.-T., Hsu, C.-H. and Lin, K.-C. (2011) “Development of Self-centering Effect on Eccentrically Braced Frame,”EUROSTEEL 2011, August 31 - September 2, 2011, Budapest, Hungary. |
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17 |
Cheng, C.-T., Hsu, C.-H. and Lin, K.-C. (2012) “Seismic Behavior of Self-centering Designed Eccentrically Braced Frames,” Paper No. 1330, 15Th World Conference on Earthquake Engineering, Sept. 24-28, 2012, Lisbon, Portugal. |
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18 |
Cheng, C.-T. and Chao, C.-H. (2013) “Shaking Table Tests of Structures with Rocking Based-isolated Bearing,” Paper No. 144, Vienna Congress on Recent Advances on Earthquake Engineering and Structural Dynamics, Aug. 28-30, 2013, Vienna, Austria. |
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19 |
Cheng, C.-T. and Yen, C.-Y. (2014) “Seismic Performance of Self-centering Designed Concentrically Braced Frame,” Paper No. 511, EUROSTEEL 2014 (7th European Conference on Steel and Composite Structures), Sept. 10-12, 2014, Napoli, Italy |
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20 |
Cheng, C.-T. and Kang, W.-Z. (2016) “Seismic Performance of Rocking Base-isolated Structures subjected to Bi-axial Earthquake Loads,” Asian Conference on Civil, Material and Environmental Sciences 2016, paper No. 2297, Sept. 19-21, 2016, Sapporo, Japan. |
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21 |
Cheng, C.-T. and Kang, W.-Z. (2017) “Seismic Performance of Rocking Base-isolated Structures subjected to Bi-axial Earthquake Loads,” 16th World Conference on Earthquake Engineering, paper No. 248, Jan. 9-13, 2017, Santiago, Chile. |
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22 |
Cheng, C.-T. and Chen, B.-W. (2018) “Seismic Performance of Concrete–filled Steel Plate Composite Walls Subjected to In-plane Shear Loads," paper No.0054, Asian Conference on Civil, Material and Environmental Sciences, July. 10-12, 2018, Tokyo, Japan. |
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23 |
Cheng, C.-T. (2019) “Seismic Behavior of Structures Base-isolated with Rocking Bearing,” Keynote paper, International Research Conference on Engineering and Technology, Jan. 8-10, 2019, Taipei, Taiwan. |
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24 |
Cheng, C.-T., Chang, Y.-C. and Chang, H.-Y. (2019) “Seismic Performance of Concrete–filled Low-Yield Steel Plate Composite Walls Subjected to In-Plane Shear and Axial Loads,” The 9th International Conference on Engineering and Applied Science (ICEAS 2019), paper No. 0273, Aug..6- 8, 2019, Honolulu, Hawaii, U.S.A. |
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25 |
Cheng, C.-T., Chang, Y.-C. and Chang, H.-Y. (2019) “Cyclic Performance of Concrete–filled Low-Yield Steel Plate Composite Walls Subjected to In-Plane Shear and Axial Loads,” The International Conference in Commemoration of 20th Anniversary of the 1999 Chi-Chi Earthquake, paper No. SE7-012, Sep. 16-19, 2019, Taipei, Taiwan. |
專書論文
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|
作者 |
論文題目/專書 |
出版單位 |
出版日期 |
|
1 |
鄭錦銅 |
『混凝土在高溫下之熱傳及微觀研究』 |
國立中興大學土木工程學系 |
1988/06 |
|
2 |
Chin-Tung Cheng |
Determination of Fracture Parameters of Mortar and Concrete Beams by Using Acoustic Emission |
West Virginia University |
1993/05 |
|
3 |
Chin-Tung Cheng |
New Paradigms for the Seismic Design and Retrofit of Bridge Piers |
State University of New York at Buffalo |
1997/01 |
科技部研究計畫
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|
計畫名稱 |
計畫日期(起) |
計畫日期(迄) |
擔任工作 |
|
1 |
中空橋柱耐震評估與補強-子計畫: 中空橋柱災後修復耐震試驗研究(1)，計畫編號NSC 89-2625-Z-327-002經費394,300元。 |
88/8/1 |
89/7/31 |
主持人 |
|
2 |
中空橋柱耐震評估與補強-子計畫: 中空橋柱災後修復耐震試驗研究(II)，計畫編號NSC 89-2625-Z-327 -006，經費488,600元。 |
89/8/1 |
90/7/31 |
主持人 |
|
3 |
防災國家型科技計畫-嘉義市防災試範計畫，計畫編號NSC 90-2625-Z-002 -039，經費3,934,200元。 |
90/12/1 |
91/7/31 |
協同主持人 |
|
4 |
鋼與混凝土複合構造之行為研究-子計畫: 樓板對鋼梁與RC接頭複合行為研究，計畫編號NSC 90-2625-Z-327- 001，經費306,700元。 |
90/8/1 |
91/7/31 |
主持人 |
|
5 |
結構控制技術與系統識別研究-子計畫: 搖擺橋柱隔震法之擺動分析與試驗，計畫編號NSC 90-2625-Z-327- 002，經費261,300元。 |
90/8/1 |
91/7/31 |
主持人 |
|
6 |
鋼與混凝土複合構造之行為研究-子計畫: RCS構架之非線性分析，計畫編號NSC 91-2625-Z-327-001，經費258,100元。 |
91/8/1 |
92/7/31 |
主持人 |
|
7 |
防災國家型科技計畫-嘉義市防災試範計畫，計畫編號NSC91-2625-Z-002- 041。 |
91/8/1 |
93/7/31 |
協同主持人 |
|
8 |
鋼與混凝土複合構造之行為研究-子計畫: 含版鋼梁與鋼管混凝土柱接頭耐震試驗與理論模擬，計畫編號NSC 92-2625-Z-327-001，經費580,900元。 |
92/8/1 |
93/7/31 |
主持人 |
|
9 |
預力建築構造耐震性能研究-子計畫: PC梁與PC內柱接合研究，計畫編號NSC 93-2625-Z-327-001，經費554,200元。 |
93/8/1 |
94/7/31 |
主持人 |
|
10 |
預力建築構造耐震性能研究-子計畫: 雙向預力含版R.C.梁柱接頭耐震性能研究，計畫編號NSC 94-2625-Z-327- 003，經費527,000元。 |
94/8/1 |
95/7/31 |
主持人 |
|
11 |
預力建築構造耐震性能研究-子計畫: 雙向載重作用下預力式立體構架樓板之傳力機制研究，計畫編號NSC 95-2625-Z-327-003，經費658,000元。 |
95/8/1 |
96/7/31 |
主持人 |
|
12 |
校舍耐震性能提升之技術研究與地震防災應用研究-子計畫: 偏心斜撐加裝消能元件之耐震性能研究，計畫編號NSC 96-2625-Z-327-001，經費633,000元。 |
96/8/1 |
97/7/31 |
主持人 |
|
13 |
高性能金屬斜撐結構系統之耐震性能研究-子計畫: 偏心斜撐連桿梁與柱接合耐震性能研究，計畫編號NSC 97-2625-M-327-003，經費492,000元。 |
97/8/1 |
98/7/31 |
主持人 |
|
14 |
高性能金屬斜撐結構系統之耐震性能研究-子計畫: 偏心斜撐構架自復位性能研究，計畫編號NSC 98-2625-M- 327-003，經費729,000元。 |
98/8/1 |
99/7/31 |
主持人 |
|
15 |
高性能金屬斜撐結構系統之耐震性能研究-子計畫: 摩擦消能斜撐耐震性能研究，計畫編號NSC 99-2625-M- 327-001，經費614,000元。 |
99/8/1 |
100/7/31 |
主持人 |
|
16 |
受震自復位結構研究-子計畫: 搖擺隔震元件之研發(I)，計畫編號NSC 100-2625-M-327-002，經費614,000元。 |
100/8/1 |
101/7/31 |
主持人 |
|
17 |
受震自復位結構研究-子計畫: 搖擺隔震元件之研發(II)，計畫編號NSC 101-2625-M-327-002，經費602,000元。 |
101/8/1 |
102/7/31 |
主持人 |
|
18 |
受震自復位結構研究-子計畫: 搖擺隔震元件之研發(III)，計畫編號NSC 102-2625-M-327-001，經費632,000元。 |
102/8/1 |
103/7/31 |
主持人 |
|
19 |
自復位構造耐震性能與應用研究-科技部補助國外短期研究，MOST 104- 2918-I-327-002，經費279,950元。 |
104/8/1 |
104/10/31 |
主持人 |
|
20 |
應用高性能鋼材之耐震構造技術研發-子計畫: 鋼板與混凝土複合剪力牆耐震性能研究(I)，計畫編號MOST 104-2625-M-327-002，經費882,000元。 |
104/8/1 |
105/7/31 |
主持人 |
|
21 |
應用高性能鋼材之耐震構造技術研發-子計畫: 鋼板與混凝土複合剪力牆耐震性能研究(II)，科技部計畫編號MOST105-2625-M-327-002，經費882,000元。 |
105/8/1 |
106/7/31 |
主持人 |
|
22 |
高性能鋼材應用於結構性能提升之技術研發-子計畫: 高性能鋼板與混凝土複合剪力牆耐震性能研究(I)，計畫編號MOST106-2625-M-327-304， 經費890,000元。 |
106/8/1 |
107/7/31 |
主持人 |
|
23 |
高性能鋼材應用於結構性能提升之技術研發-子計畫: 高性能鋼板與混凝土複合剪力牆近斷層耐震性能研究(II)，計畫編號MOST 107-2625-M- 992-001，經費724,000元。 |
107/8/1 |
108/7/31 |
主持人 |
|
24 |
高性能鋼材應用於結構性能提升之技術研發-子計畫: 高性能鋼板與混凝土複合剪力牆近斷層耐震性能研究(III)，計畫編號MOST 108-2625-M- 992-002，經費940,000元。 |
108/8/1 |
109/7/31 |
主持人 |
產學合作計畫
|
|
計畫名稱 |
委託 單位 |
計畫日期(起) |
計畫日期(迄) |
擔任 工作 |
|
1 |
結構鋼承板動靜載重試驗 經費760,000元 |
佳德建材股份有限公司 |
105/10/03 |
106/06/30 |
主持人 |
|
2 |
阻尼器反覆載重測試試驗 經費72,000元 |
長城制震科技股份有限公司 |
105/12/01 |
106/05/31 |
主持人 |
|
3 |
結構鋼承板動靜載重試驗 經費1,450,000元 |
佳德建材股份有限公司 |
106/12/01 |
107/05/30 |
主持人 |
|
4 |
隔間牆耐震衝擊試驗 經費60,000元 |
泰鶴企業有限公司 |
107/07/01 |
107/08/31 |
主持人 |
專利
|
類別 |
專利名稱 |
國別 |
專利號碼 |
發明人 |
專利權人 |
專利核准日 期 |
科技部計畫編號 |
|
(A)發明專利 |
『鋼筋混凝土建物之修補構件及修復工法』 |
中華民國 |
136212 |
鄭錦銅 |
鄭錦銅 |
90年7月11日 |
NSC89-2625-Z-327-002 |