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Case Study for Rectangular Composite Panel Zone Wanhu Jong1,2,a, Myungjang Hee3,b 1Assistant Professor, Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Republic of Korea (Corresponding Author) 2Head of Center, Incheon Disaster Prevention Research Center, University of Incheon, 406-840, Republic of Korea 3Masters Course, Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Republic of Korea ajongp24@incheon.ac.kr, bbombshel@naver.com Keyword: Connection of bolt, Concrete filled tube, CFT, End plate connection Abstract.
[2] KJ Shin, YJ Kim, YS Oh, TS Moon: Hysteresis behavior of CFT column to H-beam connections with external T-stiffeners and penetrated elements, Engineering Structure., Vol. 23, No. 9, (2001), p.1194 [3] KJ Shin, YJ Kim, YS Oh, TS Moon: Behavior of welded CFT column to H-beam connections with external stiffeners, Engineering Structure ., Vol. 26, No. 11 (2004), p. 971 [4] LY Wu, LL Chung, SF Tsai, GL Huang: Seismic behavior of bidirectional bolted connections for CFT columns and H-beams, Engineering Structure., Vol. 29 (2007), p. 395 [5] LY Wu, LL Chung, SF Tsai, GL Huang: Numerical study on seismic behavior of H-beams with wing plates for bolted beam-column connections, Journal of Constructional Steel Research., Vol. 65 (2009), p. 97

Experimental study of fatigue performance of stay cable damper Liang Dong1,2,a, Li Zishuo1,b 1Dept. of Civil Engineering, Hebei Univ. of Technology, Tianjin 300130, China 2Civil Engineering Technology Research Center of Hebei Province, Tianjin, 300401, China aldhebut@gmail.com, blizishuo123@qq.com Keywords: Stayed cable vibration mitigation, oil dampers, fatigue test, performance deterioration, life time.
This machine has an excellent performance for fatigue test in the field of mechanical engineering.
However, the study of damper’s durability is far from being comprehensive and thorough in civil engineering.
The application of vibration mitigation devices in bridge engineering.

Nonlinear Finite Element Analysis on Statically Indeterminate Prestressed Concrete Beam Shutian Fang 1,a Ying Zhang2,b Wenzhao Zhong3,c 1College of Civil Engineering, Heilongjiang Institute of Technology, Harbin, 150001, China 2College of Energy and Materials Engineering, Heilongjiang Business Technology Institute, Harbin, 150001, China 3College of Aerospace and Civil Engineering, Harbin Engineering University, 150001, China a Fang Shutian@126.com,b Zhang Ying@126.com,c1625416291@qq.com Key words：prestressed concrete beam; nonlinearity; ductility; ultimate bearing capacity Abstract.
Project of college students’ scientific research training program of Harbin Engineering University（100102010）.

Lanzhou city, Gansu province 730000,China) Keywords : Cast-in-place floor slab,Frame structure,Strong beam weak,Stress analysis Abstract: With the development of construction technology and construction equipment, now almost all industrial and civil building with frame structure.
References [1] Wang Su wrapped, cast-in-place floor slab of RC frame structure damage forms of impact analysis [J], civil construction and environmental engineering, 2009

Crack damage identification of Reinforced concrete Simply supported beam based on BP Neural Network Xiaoming Yang1, aand Fu Li1,b 1 Civil Engineering College, Inner Mongolia University of Technology, Hohhot, China 010051 a yxm77@163.com, blifu0403@126.com Keywords: BP neural network. reinforced concrete simply supported beam. natural frequency. damage identification.
Journal of Vibration Engineering(1997).
(In Chinese) [3] Bosheng Wang and Jiang Dinghao.Engineering Design(1999).
(In Chinese) [4] Jingzhi Wu and Yigang Zhang.World Earthquake Engineering(2005).
(In Chinese) [5] Xianguo Ye.Journal of Civil Engineering(2008).

The Application of Dynamic Compaction in Road Bed Handling Lijie MA1,2, a, Ji shu Sun3,b, Jinyu ZHANG1,2,c 1 School of Civil Engineering, Hebei United University, No. 46 Xinhua West Road, Tangshan, 063009, China 2 Earthquake engineering research center of Hebei Province, No.46 Xinhua West Road, Tangshan 063009, China 3 School of Civil Engineering, Hebei University of Technology, No. 29 Guangrong Road, HongqiaoDistrict, Tianjin, 300130, China amalijie424@163.com,bsunjishu76@126.com, ctszjy@126.com Keywords: Dynamic compaction, the Road Bed Handling, Degree of compaction, Deflection value.
Dynamic compaction parameters should be determined in accordance with the quality requirements of the engineering site soil conditions and specific projects, the main parameters are: effective reinforcement depth unit of tamping energy, the layout and spacing of the ram point, single point of number of tamping, compacting the number of times.
The application of impact compaction technical in roadbed engineering[J].Highway. 2009(7)
The application of impact compaction technical in freeway roadbed engineering[J].

Tuncan1,c 1Anadolu University, Faculty of Engineering, Department of Civil Engineering, Eskisehir, Turkey aserkankivrak@anadolu.edu.tr, bgokhana@anadolu.edu.tr, cmtuncan@anadolu.edu.tr  Keywords: Augmented reality, smart glasses, construction management, safety.
Basic trainings about the system will be given to target group, i.e. construction workers, foremen, operators, site engineers and managers working in the construction sites to apply the system on sites after all the system was tested.
In the fourth stage, prototype construction activities will be tested in the representative laboratory- construction site which will be founded in Department of Civil Engineering in Anadolu University.
In the fifth phase, basic trainings about the developed system will be given to target group, i.e. construction workers, foremen, operators, site engineers and managers working in the construction sites to apply the system.
Cleveland, A.B., Emerging tools to enable construction engineering, Journal of Construction Engineering and Management, (2011) Vol. 137, No. 10, 836-842. doi: 10.1061/(ASCE)CO.1943-7862.0000278

Engineering Structures, 30: 3644-3653. (2008) [2] D.M.
Journal of Bridge Engineering, ASCE, 13(3): 258-270. (2008) [3] A.
Engineering Structures, 30: 3654-3666. (2008) [4] A.
Probability concepts in engineering planning and design, vol.
Life-Cycle and Sustainability of Civil Infrastructure Systems- Proceedings of the 3rd International Symposium on Life-Cycle Civil Engineering, (IALCCE 2012), October 3-6, Vienna, Austria, 268-274. (2012) [9] M.

Engineering Structures, 34 (2012) 436-446
Computer-Aided Civil and Infrastructure Engineering 00 (2014) 1–17
Structural monitoring by the Italian Department of Civil Protection and the case of 2009 Abruzzo seismic sequence.
Bulletin Earthquake Engineering, 9 (2011) 325–346
Earthquake Engineering & Engineering Vibration, 8(4) (2010) 627-645

Wanjari2,b 1Department of Civil Engineering, Visvesvaraya National Institute of Technology, Nagpur, India 2Department of Civil Engineering, Visvesvaraya National Institute of Technology, Nagpur, India agarimagchoudhary@gmail.com, bspwanjari@civ.vnit.ac.in *corresponding author Keywords: Gluconic Acid; Sodium Gluconate; Ready-Mix concrete; Retention time.
Iranian Journal of Science and Technology - Transactions of Civil Engineering, 45(6), 1483–1492. https://doi.org/10.1007/s40996-021-00598-8
Facta Universitatis - Series: Architecture and Civil Engineering, 21(2), 299–314. https://doi.org/10.2298/FUACE220818017O
Proceedings of the 2015 International Conference on Architectural, Civil and Hydraulics Engineering, Atlantis Press, 1-8. https://doi.org/10.2991/icache-15.2015.1
KSCE Journal of Civil Engineering, 20(1), 282–292. https://doi.org/10.1007/s12205-015-0281-8