会见学者基本情形
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姓名
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张百钊 CHEUNG, Pak Chiu
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性别
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男
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出生
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1950年8月3日
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祖籍
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广东省 江门市
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职务
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结构工程 (修建设计与施工监理) Structural Engineering
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学历
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台湾乐成大学 (1970-1974)
Cheng Kung University, Tainan, Taiwan
美国康奈尔大学 (1974-1976)
Cornell University, New York, U.S.A.
新西兰坎特伯雷大学 (1985-1991) University of Canterbury, New Zealand
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学位
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土木匠程学士
Bachelor of Science
土木匠程硕士
Master of Science
土木匠程博士
Doctor of Philosophy
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研究偏向
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混凝土结构抗震设计 Structural concrete design for earthquake resistance
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现职单位/职称
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香港 奥雅纳工程照料公司 (Ove Arup & Partners) 高级工程师
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已往任职单位/职称
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(2010 – 2011) 上海 同济大学土木匠程学院 光华基金会见教授
(1995 - 2010) 香港政府 修建署 公务员结构工程师 (2010年8月退休)
(1992 - 1994) 香港 奥雅纳工程照料公司 (Ove Arup & Partners) 高级工程师
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(2004 - 2013) 香港理工大学土木匠程系兼任副教授
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电话
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香港 (852) 9313 2612
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电邮Email
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cheungpc@live.hk
patrick.cheung@arup.com
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论文
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论文问题
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作者
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期刊名称
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期，，卷，，时间
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“Some Possible Revisions to the Seismic Provisions of the New Zealand Concrete Design Code for Moment Resisting Frames”
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P.C. Cheung,
T. Paulay &
R. Park
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Bulletin of New Zealand National Society for Earthquake Engineering, Wellington, New Zealand
新西兰
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Vol. 25, No. 1,
March 1992, pp. 37-43
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“Behaviour of Beam-Column Joints in Seismically Loaded Reinforced Concrete Frames”
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P.C. Cheung,
T. Paulay &
R. Park
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The Structural Engineer, Journal of The Institution of Structural Engineers, London, U.K. 英国
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Vol. 71, No. 8,
20 April 1993, pp. 129-138
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“Beam-Column Joints in Earthquake Resisting Concrete Frames”
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Cheung Pak-Chiu, Restrepo J.I. & Lin Cheng-Ming
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Theories and Practices of Structural Engineering, Seismological Press, Beijing, China北京
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1998, pp. 314-326
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“The Development of Seismic Design Codes for Buildings in China”
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Qingchang Hu,
Qi Zheng,
P.C. Cheung &
H.J. Pam
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International Conference on Construction (19-21 June 2001), Hong Kong 香港
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Proceedings Volume 2, 2001, pp. 42-53
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“Computation of Dynamic Characteristics of Deepwater Group Pile Foundation for Bridges”
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Can XU, Wan-cheng YUAN, Kai WEI & Pak-chiu CHEUNG
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Advanced Materials Research
(Paper online available since 2011/May/31 at www.scientific.net ? (2011) Trans Tech Publications, Switzerland.) 瑞士
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Vols. 261-263 (2011) pp 1510-1514.
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