[1] KOTSOVINOS P,JUDGE R,WALKER G,et al.Fire Performance of Structural Cables:Current Understanding,Knowledge Gaps,and Proposed Research Agenda[J].Journal of Structural Engineering,2020,146(8):03120002.
[2]KRISHNAN S.Structural Design and Behavior of Prestressed Cable Domes[J].Engineering Structures,2020,209:110294.
[3]郭彦林,张旭乔.采用定长索设计的肋环型索穹顶结构索长误差影响的试验研究[J].土木工程学报,2018,51(3):52-68.
GUO Yan-lin,ZHANG Xu-qiao.Experimental Study on the Influences of Cable Length Errors in Geiger Cable Dome Designed with Un-adjustable Cable Length[J].China Civil Engineering Journal,2018,51(3):52-68.
[4]薛素铎,田学帅,刘 越,等.单层马鞍形无内环交叉索网结构受力性能研究[J].建筑结构学报,2021,42(1):30-38.
XUE Su-duo,TIAN Xue-shuai,LIU Yue,et al.Mechanical Behavior of Single-layer Saddle-shape Crossed Cable Net Without Inner-ring[J].Journal of Building Structures,2021,42(1):30-38.
[5]陈志华,马 青,闫翔宇,等.复合式索穹顶施工误差影响及控制技术研究[J].湖南大学学报(自然科学版),2018,45(9):47-56.
CHEN Zhi-hua,MA Qing,YAN Xiang-yu,et al.Research on Influence of Construction Error and Controlling Techniques of Compound Cable Dome[J].Journal of Hunan University(Natural Sciences),2018,45(9):47-56.
[6]SADAOUI A,LATTARI K,KHENNANE A.Effects of Temperature Changes on the Behavior of a Cable Truss System[J].Journal of Constructional Steel Research,2017,129:111-118.
[7]BASTA A,SERROR M H,MARZOUK M.A BIM-based Framework for Quantitative Assessment of Steel Structure Deconstructability[J].Automation in Construction,2020,111:103064.
[8]GOH M,GOH Y M.Lean Production Theory-based Simulation of Modular Construction Processes[J].Automation in Construction,2019,101:227-244.
[9]THAI H T,KIM S E.Nonlinear Static and Dynamic Analysis of Cable Structures[J].Finite Elements in Analysis and Design,2011,47(3):237-246.
[10]SHEKASTEHBAND B,ABEDI K,DIANAT N,et al.Experimental and Numerical Studies on the Collapse Behavior of Tensegrity Systems Considering Cable Rupture and Strut Collapse with Snap-through[J].International Journal of Non-linear Mechanics,2012,47(7):751-768.
[11]LIU Z S,SHI G L,JIANG A T,et al.Intelligent Discrimination Method Based on Digital Twins for Analyzing Sensitivity of Mechanical Parameters of Prestressed Cables[J].Applied Sciences,2021,11(4):1485.
[12]陶 飞,张 贺,戚庆林,等.数字孪生模型构建理论及应用[J].计算机集成制造系统,2021,27(1):1-15.
TAO Fei,ZHANG He,QI Qing-lin,et al.Theory of Digital Twin Modeling and Its Application[J].Computer Integrated Manufacturing Systems,2021,27(1):1-15.
[13]樊孟杰,江海凡,丁国富,等.基于数字孪生的地铁列车性能评估系统[J].计算机集成制造系统:1-18[2021-07-20].http://kns.cnki.net/kcms/detail/11.5946.tp.20210716.1002.002.html.
FAN Meng-jie,JIANG Hai-fan,DING Guo-fu,et al.Digital Twin-based Performance Evaluation System for Subway Train[J].Computer Integrated Manufacturing Systems:1-18[2021-07-20].http://kns.cnki.net/kcms/detail/11.5946.tp.20210716.1002.002.html.
[14]刘占省,邢泽众,黄 春,等.装配式建筑施工过程数字孪生建模方法[J].建筑结构学报,2021,42(7):213-222.
LIU Zhan-sheng,XING Ze-zhong,HUANG Chun,et al.Digital Twin Modeling Method for Construction Process of Assembled Building[J].Journal of Building Structures,2021,42(7):213-222.
[15]HOU L,WU S,ZHANG G K,et al.Literature Review of Digital Twins Applications in Construction Workforce Safety[J].Applied Sciences,2020,11(1):339.
[16]LU Q C,PARLIKAD A K,WOODALL P,et al.Developing a Dynamic Digital Twin at Building and City Levels:Case Study of West Cambridge Campus[J].Journal of Management in Engineering,2020,36(3):05020004.
[17]KAEWUNRUEN S,LIAN Q.Digital Twin Aided Sustainability-based Lifecycle Management for Railway Turnout Systems[J].Journal of Cleaner Production,2019,228:1537-1551.
[18]马宏伟,林逸洲,聂振华.利用少量传感器信息与人工智能的桥梁结构安全监测新方法[J].建筑科学与工程学报,2018,35(5):9-23.
MA Hong-wei,LIN Yi-zhou,NIE Zhen-hua.New Methods of Structural Health Monitoring Based on Small Amount of Sensor Information and Artificial Intelligence[J].Journal of Architecture and Civil Engineering,2018,35(5):9-23.
[19]YAN J C,JIN X F,QIN F,et al.Modular Construction Mechanics of a European Pressurized Reactor Steel Containment Liner[J].Journal of Zhejiang University Science A,2017,18(6):467-486.
[20]潘多忠,魏德敏.大跨度钢结构分步施工模拟方法[J].华南理工大学学报(自然科学版),2010,38(9):123-126,137.
PAN Duo-zhong,WEI De-min.Simulation Method of Step-by-step Construction of Long-span Steel Structures[J].Journal of South China University of Technology(Natural Science Edition),2010,38(9):123-126,137.
[21]STEPINAC M,GAPAROVI M.A Review of Emerging Technologies for an Assessment of Safety and Seismic Vulnerability and Damage Detection of Existing Masonry Structures[J].Applied Sciences,2020,10(15):5060.
[22]ANGJELIU G,CORONELLI D,CARDANI G.Development of the Simulation Model for Digital Twin Applications in Historical Masonry Buildings:The Integration Between Numerical and Experimental Reality[J].Computers & Structures,2020,238:106282.
[23]马智亮,滕明焜,任 远.从BIM模型提取建筑能耗监测静态数据的方法[J].哈尔滨工业大学学报,2019,51(12):187-193.
MA Zhi-liang,TENG Ming-kun,REN Yuan.Method of Extracting Static Data for Building Energy Consumption Monitoring from BIM[J].Journal of Harbin Institute of Technology,2019,51(12):187-193.
[24]SONNENBERG A H,HERRMANN J,GRINSTAFF M W,et al.A Markov Chain Model of Particle Deposition in the Lung[J].Scientific Reports,2020,10(1):13573.
[25]易 江,莫金生,李建中.强震作用下独塔斜拉桥拉索松弛现象研究[J].工程力学,2018,35(6):97-104,114.
YI Jiang,MO Jin-sheng,LI Jian-zhong.Study on Cable Relaxation of Single-tower Cable-stayed Bridge Due to Strong Earthquakes[J].Engineering Mechanics,2018,35(6):97-104,114.