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鄭錦銅

 

 

24  

 

 

姓名

鄭錦銅 (Chin-Tung Cheng)

職稱

教授

E-MAIL

ctcheng@nkust.edu.tw

分機號碼

32118

辦公室

F310

Resume Click here for resume

專長

專長

1

大型結構試驗

2

鋼筋混凝土設計

3

地震工程

4

鋼與混凝土複合構造


授課領域

領域

1

材料力學

2

鋼筋混凝土設計

3

地震工程

 

學歷

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

2

美國西維吉尼亞大學

土木工程系

碩士

 

經歷

服務機關/單位

職稱

時間(起)

時間(迄)

1

高雄科技大學

教授

2018/02

2

高雄第一科技大學

系主任

2011/08

2014/07

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

發表期刊論文

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.

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)

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)

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)

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)

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)

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。

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)

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)

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)

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

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

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)

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。

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)

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

發表研討會論文

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.

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.

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.

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.

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.

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.

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.

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.

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..

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.

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.

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.

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.

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.

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.

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.

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.

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

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.

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.

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.

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.

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.

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

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

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

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

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

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

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

 

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