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Experimental study of blind bolted joints to concrete-filled thin-walled steel tubular columns under cyclic loading Jingfeng Wang1,2,a, Xinyi Chen1,b, Hetao Hou3,c 1School of Civil Engineering, Hefei University of Technology, Hefei, 230009, China 2 Anhui Civil Engineering Structures and Materials Laboratory, Hefei, 230009, China 3School of Civil Engineering, Shandong University, Jinan, 250061, China ajfwang008@163.com, bchenxinyi80@hotmail.com, chouhetao@163.com Keywords: Concrete-Filled Thin-Walled Steel Tubular (CFTST), Hysteretic Behaviour, Blind Bolts, joint, Cyclic loading.
Engineering Structures.

Introduction Nowadays, concrete materials are adopted widely in civil engineering.
Chinese Journal Of Rock Mechanics And Engineering.2009,28(10):2048-2058.
Journal of materials in civil engineering, 2008, 46-53
Resources and Civil Engineering Institute of Northeastern university, 2000.

Modeling and Simulation of the Aircraft Deicing Vehicle Based on Pro/E Zhi Wei Xing 1, Yong Lv 2 1 Ground Support Equipment Research Base, CAUC No.2898, Dongli District, Tianjin, 300300, China 2 Aeronautical Automation College Civil Aviation University Of China, Tianjin 300300, China azhiweixing@yahoo.cn, blvyong517@163.com Keywords : Airplane Ice Removing Vehicle, Kinetic modeling, Leveling Mechanism Abstract: The domestic QYZ5200TCB aircraft deicing vehicle is studied.
Three dimensional solid modeling, virtual assembly, dynamic simulation, interference check and kinetic modeling are performed to the manipulator and Leveling Mechanism of the aircraft deicing vehicle under Pro/Engineer environment.
The Virtual Prototype Development and Design is realized under the Pro/Engineer environment, which founds a basis for the further design optimization , analysis and manufacture of products.
However, in China, the civil aviation career started later and research institutions are less, so much technology is behind abroad.

Fire Resistance of Ultra-High-Strength Concrete: A Review Gai-Fei Peng1, a and Yan Teng1,b 1 Faculty of Civil Engineering, Beijing Jiaotong University, Beijing, 100044, China a gfpeng@bjtu.edu.cn, b 10121254@bjtu.edu.cn Keywords: High-strength concrete; Ultra-high-strength concrete; Reactive powder concrete (RPC); Fire; High temperature; Fire resistance Abstract.
Abbas, AEJ - Alexandria Engineering Journal, 40, No. 6 (2001) 893
Lachemi, 2000 Annual Conference Abstracts - Canadian Society for Civil Engineering, 2000 Annual Conference Abstracts - Canadian Society for Civil Engineering, (2000) 66
[51] Li Zhong, Huang Lidong, Municipal Engineering, 23, No.4 (2005) 255.
Pesavento, et al, Computing in Civil and Building Engineering, 1, (2000) 457

Experimental and Numerical Study of Flexural Strength of Kenaf Fibre-Reinforced Concrete Beams Ige Samuel Ayeni1,a*, Oluniyi Oyedeji Popoola2,b, John Femi Ekundayo3,c 1,2Faculty of Civil Engineering, Engineering, UTM, Malaysia, 81300, Skudai, Johor, Malaysia 1,2Department of Civil Engineering, The Federal Polytechnic, Ado-Ekiti, Nigeria, 3Ekiti State Ministry of Infrastructure and Public Utilities, Ado-Ekiti, Nigeria.
Table 2 displays the parameters of the steel and concrete that were obtained in the structure laboratory, Faculty of Civil Engineering, UTM, Malaysia and used in the modelling.
Osman, “Effect of Fibre Treatment on the Physical and Mechanical Properties of Kenaf Fibre Reinforced Blended Cementitious Composites,” KSCE Journal of Civil Engineering, vol. 23, no. 9, pp. 4022–4035,2019,doi:10.1007/s12205-019-15357
Arivalagan, “Engineering Properties on The Sugar Cane Bagasse with Sisal Fibre Reinforced Concrete,” International Journal of Applied Engineering Resources, vol. 12, no. 24, pp. 15142–15146, 2017
(Civil Eng.

The effect strongly depends on seven parameters of pile engineering.
This phenomenon is widely accepted by civil engineers, but how to determine the time effect on VUBC has not well resolved due to the complexion of mechanism.
Li: China Harbor Engineering, Vol. 5(2002), p. 36 [4] T.
Rock Mechanics and Engineering, Vol.22 (2003), p.1870 [6] Z.
Elson: Pile Engineering (John and Sons, 2nd edition, UK1992)

FEM Simulation of an Elliptical-shaped Corrugated Steel Culvert Pipe for Highway Construction Feng Yue1, a, Xuejun Wen2, b 1 School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiaotong Univ., Shanghai 200030, China 2 Shanghai Municipal Engineering Design and Research Institute, Shanghai 200092, China a f.yue@msn.com, b wen_xj.js@smedi.com Keywords: FEM, steel, culvert, corrugated steel pipe, elliptical-shaped corrugated steel pipe, highway, construction Abstracts.
Master Thesis, Dept. of Civil and Architectural Engineering, KTH, Stockholm, 2006.

Growth Retardation of Fatigue Crack by Cold Expanded with Ring Indented Method for AISI 304 Stainless Steel Guan Chyun Shiah1, a, Guo Zhang Huang 2, b Cheng-Yung Tseng 3, c 1Department of Civil Engineering, National University of Applied Science, Kaoshiung,807,Taiwan 2 Department of Civil Engineering, National University of Applied Science, Kaoshiung,807,Taiwan a seattle@kuas.edu.tw, b pploi02@yahoo.com.tw, c jesse7419@yahoo.com Keywords: Growth Retardation, Fatigue Crack, Ring Indented Method, AISI 304 Stainless Steel.
[2] Elber, W., 1970,“ Fatigue Crack Closure Under Cyclic Tension”, Engineering Fracture Mechanics, Vol. 2, pp. 37-45

College of Civil and Transportation Engineering, Hohai University, Nanjing 210098, P.R.China 2.
School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, P.R.China 3.
Introduction In water conservancy engineering, Xiangjiaba Hydro Project is the world’s fourth vertical gear-rack type ship-lift with balance weight.

Pseudo-dynamic Test Analysis of Plane Steel Frame with Semi-rigid Connection Xinwu Wang 1,a ,Changjiao Hu 2,b 1 Department of Civil Engineering, Luoyang Institute of Science and Technology, Luoyang,471023, China 2 School of Civil Engineering,Henan University of Science and Technology, Luoyang, 471023, China a email: wxw197100@sina.com,b email: 1246686577@qq.com Keywords: Semi-rigid connection; Pseudo-dynamic test; Seismic performance Abstract.
The 2nd National conference on modern structural engineering [C],2002, 20~22