参考文献/References:
References
[ 1] 姜绍飞.基于神经网络的结构优化与损伤检测[ M] .北京:科学出版社, 2002.
JIANG Shao-fei .Structur-al Optimiza tion and Damag e Detection Ba sed onNeur al Netw ork[ M] .Beijing :Science
Press, 2002 .
[ 2] 陈 伟, 瞿伟廉, 姜正国.人工神经网络技术在结构损伤诊断中的应用[ J] .世界地震工程, 2002 , 18(1):146-149 .
CH EN Wei , QU Wei-lian , JIANG Zheng-g ou .The applica tion of antificia l neura l ne tw o rks to structur al damag e detection
.[ J] .Wo rld ear thquake eng ineering , 2002 , 18(1):146-149 .
[ 3] 陈绍蕃.钢结构设计原理[ M] .3 版.北京:科学出版社, 2005:180-214 .
CH EN Shao-fan .Principles of steel structur e desig n[ M] .3nd ed .Beijing :Science Pr ess , 2005:180-214 .
[ 4] 陈惠发, 周绥平, 译.钢框架稳定设计[ M] .上海:世界图书出版公司, 1999:161-221
CHEN Hui-fa , ZHOU Sui-ping , Translated Stability Desig n of Steel Frame[ M] .Shanghai:Wo rld Book Publishing Company
, 1999.
[ 5] 沈祖炎.钢结构学[ M] .北京:中国建筑工业出版社, 2006:55-80 .
SH EN Zu-yan .Resea rch o n steel structur e[ M] .Beijing :China Architecture and Building Press, 2006 :55-80 .
[ 6] 瞿伟廉, 陈 伟, 李秋胜.基于神经网络技术的复杂框架结构节点损伤的两步诊断法[ J] .土木工程学报, 2003 , 36
(5):37-42 .
QU Wei-lian , C HEN Wei, LI Qiu-sheng .Tw o-step appr oach fo r joints damage diag nosis o f fr amed struc ture s by
ar tificial neur al netwo rks [ J] .China Civil Enginee ring Jour nal , 2003, 36(5):37-45.
[ 7] 周建中, 赵鸿铁, 薛建阳.粘弹性阻尼结构的递归神经网络优化[ J] .西安建筑科技大学学报:自然科学版, 2005 , 37
(1):35-39 .
ZH OU Jia n-zho ng , ZHAO Hong-tie , XUE Jian-ya ng .Optimum o f the v iscoela stic st ructure based o n recur rent
neur al netwo rk[ J] .J .Xi′an Univ .o f Arch .& Tech .:Natural Science Editio n, 2005, 37(1):35-39
[ 8] 陈 骥.钢结构稳定与理论设计[ M] .2 版.北京:科学出版社, 2003:188-201 .
CH EN Ji.S tability of steel st ruc ture s theo ry and desig n [ M] .2nd ed .Beijing :Science Pre ss , 2003:180-214 .
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