Citation: | LIU Hanjing, ZHAO Dongfu, YANG Xinguang. Prediction and Analysis for Time Limits of Prestress Loss Based on Genetic Algorithms[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 39-45. doi: 10.13204/j.gyjzG22060906 |
[1] |
卞爱红.预应力混凝土技术优势及其在工业与民用建筑施工中的应用[J].建筑技术开发,2021,48(20):67-68.
|
[2] |
傅旭.建筑工程项目预应力混凝土技术的应用探析[J].中国设备工程,2021,(22):222-223.
|
[3] |
卢志芳,刘沐宇.一种混凝土结构长期预应力损失计算方法[J].武汉理工大学学报,2011,33(7):83-87.
|
[4] |
潘立本,陈蓓.用分段逼近法计算混凝土收缩与徐变引起的构件预应力损失[J].工程力学,1998(4):123-126.
|
[5] |
方志,汪剑.预应力混凝土箱梁桥竖向预应力损失的实测与分析[J].土木工程学报,2006(5):78-84.
|
[6] |
覃荷瑛,韦健全.基于内嵌式自感知钢绞线的预应力混凝土梁长期预应力损失监测[J].铁道建筑,2021,61(9):12-17.
|
[7] |
刘婷,薛伟辰,王巍.全预应力混凝土梁长期变形计算[J]. 工程力学,2016,33(9):116-122.
|
[8] |
中华人民共和国交通运输部.公路钢筋混凝土及预应力混凝土桥涵设计规范:JTG 3362-2018[S].北京:人民交通出版社股份有限公司,2018.
|
[9] |
ACI Committee 209.Prediction of creep, shrinkage and temperature effects in concrete structures[S]. Detroit:ACI, 1992.
|
[10] |
未建广,汪君,杨林,等. 核电站有黏结预应力钢束预应力损失的监测技术研究[J]. 工业建筑,2009,39(增刊1):537-540+558.
|
[11] |
FRANCOS A. Sensitivity analysis of distributed environmental simulation models:understanding the model behaviour in hydrological studies at the catchment scale[J].Reliability Engineering and System Safty, 2003,79(2):205-218.
|
[12] |
ZADOR J, ZSELY I G, TURANYI T. Local and global uncertainty analysis of complex chemical kinetic systems[J]. Reliability Engineering System Safety, 2006, 91:1232-1240.
|
[13] |
郝芳华,任希岩,张雪松,等.洛河流域非点源污染负荷不确定性的影响因素[J]. 中国环境科学, 2004,24(3):270-274.
|
[14] |
郝芳华.流域非点源污染分布式模拟研究[D].北京:北京师范大学,2003.
|
[15] |
LENHART L, ECKHARDT K, FOHRER N, et al. Comparison of two different approaches of sensitivity analysis[J]. Physics and Chemistry of the Earth, 2002,27:645-654.
|
[16] |
周明, 孙树栋. 遗传算法原理及应用[M]. 北京:国防工业出版社, 1999.
|
[17] |
POTTS J C, GIDDENS T D, YADAV S B. The development and evaluation of an improved genetic algorithm based on migration and artificial selection[J]. IEEE Transactions on Systems Man & Cybernetics, 1994, 24(1):73-86.
|
[18] |
迟世春, 朱叶. 面板堆石坝瞬时变形和流变变形参数的联合反演[J]. 水利学报, 2016, 47(1):18-27.
|