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Nobuo Mishima, Faculty of Science and Engineering, Saga University, Japan Program Co-Chairs  Assoc.
Yoshiki Katayama, Faculty of Engineering, Kyushu University, Japan Prof.
Production Engineering Dept, Faculty of Engineering, Thailand Assoc Prof.
Suaad Ridha, Mustansiriyah University, College of Engineering, Civil Engineering Department.
Han-Yu Hsueh, Department of Material Science and Engineering, National Chung Hsing University, Taiwan Dr.

And the results can provide a basis for engineering design.
On account of its many advantage such as lower weight, long span and short construction cycle, the steel structure are widely used in industrial and civil sectors and all kinds of social fields.
Meanwhile, the sunshine temperature stress test for the steel structure, not only proved that sunshine temperature change affected internal force of steel structure member significantly, but also the data can provide a reference for designers and engineers.

Finite Element Analysis of Wind Turbine Tower Xile Li 1, a, Limin Ren2,b 1The school of Architecture & Civil Engineering,Inner Mongolia University of Science and Technology,Bao Tou,China 2Jiu He Real Estate Limited Liability Company Of Inner Mongolia, Bao Tou,China abtlxl@126.com, bbttlmfhy@163.com Keywords: Wind turbine; tower ; Finite element analysis ; Static characteristics Abstract.
The results show that: the finite element model is feasible in engineering application, the strength of tower under static load meet the requirements, will not occur strength failure.

Similarly, research on MICP (Microbial Induced Calcite Precipitation) is a result of a partnership between biotechnology and civil engineering [1].
Application of MICP Recently, MICP presented a sustainable technology that can transform waste into valuable applications, for instance, geotechnical engineering, construction materials, hydraulic engineering, geological engineering, and environmental engineering.
University of Baghdad, Department of Civil Engineering
Environmental Engineering Research, 26(6)
Advances in civil Engineering, 2018

Surface treatments for historical constructions using nanotechnology Martino Colonna1,a, Cristina Gentilini2,b, Francesca Praticò2,c * and Francesco Ubertini2,d 1 Department of Civil, Chemical, Environmental and Materials Engineering, University of Bologna, Via Terracini 28, 40131 Bologna, Italy 2 Department of Civil, Chemical, Environmental and Materials Engineering, University of Bologna, Viale del Risorgimento 2, 40136 Bologna, Italy a martino.colonna@unibo.it, b cristina.gentilini@unibo.it, c francesca.pratico4@unibo.it, d francesco.ubertini@unibo.it * corresponding author Keywords: Nanomodified surface treatments, Breathable, Self-cleaning, Photocatalytic, Transparent, Historical constructions.
Traditional materials and technologies do not completely fulfill the demand of the modern engineering, architecture and restoration practice.
Vatan, Retrofitting Deniz Palace Historic Building for Reusing, International Journal of Electronics; Mechanical and Mechatronics Engineering 2 (269-278)
Nobile, Seismic Vulnerability Assessment of a Historical Church: Limit Analysis and Nonlinear Finite Element Analysis, Advances in Civil Engineering (2013) art. no. 517454
Drioli, A review on membrane engineering for innovation in wearable fabrics and protective textiles, Journal of Membrane Science 446 (2013) 350-375

Acknowledgement The Authors would like to thank you for the financial support provided by the Civil Engineering Department, Universitas Muhammadiyah Aceh.
Santos, Development of Prototype Claims Management System to Minimize Dispute in Infrastructure Projects with Design Build Contract, International Journal of Civil Engineering and Technology (2018) Vol. 9, No. 7. pp. 1370-1377
Series: Materials Science and Engineering (2019)
Engineering Ibrahim, & A.
Soliman, Reducing Construction Dispute through Effective Claims Management, American Journal of Civil and Architecture (2014) 186-196

The Random Response Analysis of Structure subjected to Non-stationary Seismic Excitation Hao Wu1, a, Xun’an Zhang1, b 1School of Mechanics and Civil Engineering & Architecture, Northwestern Polytechnical University, Xi’an, CHINA, 710072 awuhao@mail.nwpu.edu.cn, bjiaoping@nwpu.edu.cn Keywords: HHT; non-stationary; evolutionary power spectrum; random response Abstract.
However, complicated calculations make it difficult to be used in engineering practice.
Proceedings of the 2nd US National Conference on Earthquake Engineering[C].
Harbin: Earthquake Engineering Research Institute of CHINA (1989): 99-111, In Chinese
Engineering Structures (1994), 16: 270-276.

Dynamic Response of Local Indentation of Sandwich Constructions under Low-Velocity Impact Zhongyou Xie1, a 1 Department of Civil and Architectural Engineering, Tongling University, Tongling, China azhyxie@126.com Keywords: Sandwich constructions; Local indentation; Low-velocity impact Abstract.
Advances in Structural Engineering. 11(5): 525-536
Proceedings of the Institution of Mechanical Engineers Part G-Journal of Aerospace Engineering. 223(G6): 825-835
Proceedings of the 4th International Conference on Mechanical Engineering and Mechanics (ICMEM), August 10-12, 2011, Suzhou, P.

The experimental research on the reinforced concrete beam performance of crack repair Fang ZHANG1,a , Jin-feng HAO2,b, Gui-de LIU 3,c,Jian-hua GAO4,d 1 Qin Huang Dao Branch School of Northeast Petroleum University, Qinhuangdao, Hebei, 066004, China 2 College of Civil Engineering of Northeast Petroleum University, Daqing,Heilongjiang,163318,China 3 Full address of second author, including country 4 Full address of second author, including country azhflowersopen@yahoo.com.cn, bhjf_0459@126.com Keywords: repaired the crack; binder; the reinforced concrete Abstract.
When the load is applied, the crack first distance of the original crack 5cm ~ 8cm new cracks, and 4 new cracks appear until the mid-span near the beam deflection rapidly increased destruction, original beams cracking at 401 glue repair the cracks still intact. 4 .Conclusion The experimental observation of the appearance of cracks in the loading process and the expansion situation, at the same time, through analysis of test and verify 401 glue repair effect and bonding properties, 401 glue able to meet the requirements of the bond strength of the engineering cementing agent, but also satisfy the fluidity requirement of self-repairing a binder, 401 glue can repair glue as an engineering structure or as a self-healing cementing agent engineering structures.
References [1] YanyanWANG,Zhenguo: The repair of concrete cracks technology introduction[J]: Concrete Vol. 3 (2006), p. 197,In Chinese [2] YuanmengZHENG,HengZHAO: Reinforced concrete beam crack and reinforcement [J]: Information technology -- Engineering Technology, In Chinese [3] ChengchaoLIU: Self repairing concrete working mechanism and experimental research [D]: 2004, p. 1-97, In Chinese [4] LixinYIN,XiuchengXU: Cement base and adhesive [M]: Aviation Industry Press: 1988, In Chinese [5] ShengbiaoLI,ShiqiangHUANG: Adhesive bonding technology and selection of [M]: Chemical Industry Press:2002, In Chinese

The Investigation of the Factors of the Fracture Toughness based on the Compact Tension Specimen Yan Wei Wang1,a *, Xuan Du2, Guang Ping Zou3, Cong Bo Ma4 1,2,3,4 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, China a2009024107@hrbeu.edu.cn Keywords: compact tension specimen; fracture toughness; the location of the loading hole; the size effect Abstract: This article studies the fracture behavior of compact tension specimens under tensile loading.
Key Engineering Materials. 2007, 334: 153-156P
Engineering Fracture Mechanics. 1987, 26(4): 619-623P
Engineering Fracture Meachanics, 1994, 48(1):17-24.