基金项目：国家自然科学基金重点项目(50538020)
作者简介：欧进萍(1959-),男,湖南宁远人,教授,博士生导师,中国工程院院士,工学博士,E-mail:oujinping@hit.edu.cn.
作者单位：欧进萍（大连理工大学,土木水利学院,辽宁,大连,116024;哈尔滨工业大学,土木工程学院,黑龙江,哈尔滨,150090）
匡亚川（大连理工大学,土木水利学院,辽宁,大连,116024;中南大学,土木建筑学院,湖南,长沙,410075）
参考文献：
[1]张誉.混凝土结构基本原理[M].北京:中国建筑工业出版社,2000:2-3.ZHANG Yu.Basic Principle of Concrete Structure[M].Beijing:China Architecture & Building Press,2000:2-3.
[2]过镇海.钢筋混凝土原理[M].北京:清华大学出版社,1999:1-2.GUO Zhen-hai.Reinforced Concrete Principle[M].Beijing:Tsinghua University Press,1999:1-2.
[3]欧进萍.重大工程结构的累积损伤与安全性评定[C]//杨卫,郑泉水,靳征谟.走向21世纪的中国力学--中国科协第9次"青年科学家论坛"报告文集.北京:清华大学出版社,1996:179-189.OU Jin-ping.Cumulation Damage and Security Assess of Momentous Project Structure[C]//YANG Wei,ZHENG Quan-shui,JIN Zheng-mo.China Mechanics Towards 21 Century:Report Corpus of China Association for Science and Technology 9th Youth Scientist Forum.Beijing:Tsinghua University Press,1996:179-189.
[4]YUJI S,YOSHIKAZU K,TOSSHIBUMI F,et al.Experimental Study on Enhancement of Self-restoration of Concrete Beams Using SMA Wire[C]//SPIE.Proceedings of SPIE.Bellingham:SPIE,2003:178-186.
[5]SUN Guo-jun,SUN Shuang-shuang,XU Xiao-dong,et al.A Study on the Thermomechanical Deformation of Elastic Beam with Embedded Shape Memory Alloy Wires[J].Materials and Design,2000,21 (6):525-528.
[6]CHOI S,LEE J J.The Shape Control of a Composite Beam with Embedded Shape Memory Alloy Wire Actuators[J].Smart Materials and Structures,1998,7(6):759-770.
[7]ARUP K M,IHOSVANY N.Smart Prestressing with Shape-memory Alloy[J].Journal of Engineering Mechanics,1998,124(10):1 121-1 128.
[8]LI Hui,LIU Zhi-qiang,OU Jin-ping.Study on Damage Emergency Repair Performance of a Simple Beam Embedded with Shape Memory Alloys[J].Advances in Structural Engineering,2004,7 (6):495-502.
[9]WILDE K,GARDONI P,FUJINO Y.Base Isolation System with Shape Memory Alloy Device for Highway Bridges[J].Engineering Structures,2000,22 (1):222-229.
[10]DESROCHES R,DELEMONT M.Seismic Retrofit of Simply Supported Bridges Using Shape Memory Alloys[J].Engineering Structures,2002,24 (5):325-332.
|
