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Yue 3,c 1 College of Civil Engineering, Southwest Univ. of Sci.
&Tech., Mianyang, PRC 2 College of Civil and Environment Engineering, Sichuan Univ., Chengdu, PRC 3 School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical Univ., Xi'an, PRC a isabellit@163.com, bwangqy@scu.edu.cn, czfyue@nwpu.edu.cn Keywords: Ni-base single crystal super alloy, transient liquid-phase (TLP) bonding, creep strength, static tensile strength, fracture ductile, brittle fracture Abstract.

On the other hand, In Japan Society of Civil Engineers Standard Specification for Concrete Structures Construction Edition, guidelines for inspection by non-destructive testing is shown.
Surface water absorption test(developed by hosoda & hayashi[Japanese], a completely non-destructive)measurement was proposed through endurance performance verification system research subcommittee report results and concrete quality of the structure surface (2008) by Japanese society of Civil Engineers.
[8] Swiss Society of Engineers and Architects, SIA 263,Civil Eng., Concrete Structure (1999)

Fire Spalling Modeling of High Performance Concrete Jie Zhao1, 2, a, Jian-Jun Zheng3, b and Gai-Fei Peng2, c 1Faculty of Civil Engineering and Geosciences, Delft University of Technology, 2628 CN Delft, The Netherlands 2School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, P.
China 3School of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310014, P.

The remote-control system adopts common civil remote-control standard.
The remote-control system adopts common civil remote-control standard.
Wang: Water & Wastewater Engineering Vol.31(2005) , p. 97-101, in Chinese
Duan: Journal of Architecture and Civil Engineering Vol.20(2003) , p. 47-49, in Chinese
[9] J.Zhu, B.Yan, J.Lan: Mechanical Engineer No.10(2009) , p. 39-40, in Chinese

Introduction Currently, various block insulation products are becoming increasingly important in modern civil and industrial construction [1-3].
Mottaeva, FEM modeling of external walls made of autoclaved aerated concrete blocks, Magazine of Civil Engineering. 81(5) (2018) 202–211
Zaharova, Biostable silicic rock-based glass ceramic foams, Magazine of Civil Engineering. 84(8) (2018) 48–56
Strokova, Plasma-chemical modification of concrete, Advances in Engineering Research. 157 (2018) 105–110

Experimental study on compressive bearing capacity of high strength concrete-filled steel tube composite columns Hongzhen Kang1,2,a, Lei Yao1,b, Ximin Song1,c and Yinghua Ye2,d 1Deportment of Civil Engineering, Tangshan College, Tangshan 063000, China 2Department of Civil Engineering, Beihang University, Beijing 100191, China athkhz@sohu.com, byaolei5550@sina.com, csongximin68@sina.com, dyhye@263.net Keywords: Concrete-filled Steel Tube, Composite Column, Experimental Study, Axial Compressive Strength Abstract.
References [1] CECS188:2005: technical specification for steel tube-reinforced concrete column structure (in Chinese) [2] High-strength Committee of Civil Engineering Society of China: Design and Construction Guidelines of High-strength Concrete Structures, Second Edition, Building Industry Press of China, 2001 (in Chinese) [3] Z.

The properties of concrete with recycled clay-brick-powder Li Zheng1, Zhi Ge1, Zhanyong Yao2*, Renjuan Sun1 and Jungui Dong1 1 School of Civil Engineering, Shandong University, Jinan, 250061, China. 2* Professor, School of Civil Engineering, Shandong University. 17923 Jingshi Road.
The authors would like to express their gratitude to the lab in School of Civil Engineering, Shandong University for the support of this research project.

Interaction of New Physical-Energy Quantification of Buildings and Renewable Energy Sources as a Dominant Production Technology of Natural Capital Milan Bielek1,a, Boris Bielek2,b and Juraj Híreš3,c 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 813 68 Bratislava, Slovak republic 2 Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 813 68 Bratislava, Slovak republic 3 Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Radlinského 11, 813 68 Bratislava, Slovak republic amilan.bielek@stuba.sk, bboris.bielek@stuba.sk, cjuraj.hires@stuba.sk Keywords: Sustainability, natural capital, Earth´s biocapacity, renewable energy sources, development of the technology in architecture, new physical-energy quantification of buildings Abstract.

Humphreys [2] believed that civil GPS which were designed open have dangerous weakness that they can be easily counterfeited or spoofed, and the vulnerability of civil GPS has serious impacts on their use such as unmanned aerial vehicles (UAV).
Description of the Problem System engineering has the viewpoint that materiel systems consist of the main materiel and the support systems, the main materiel and support systems together constitute the equipment system.
The Royal Academy of Engineering, London (2011)
Humphreys: “Statement on the Vulnerability of Unmanned Aerial Vehicles and other Systems to Civil GPS Spoofing”.
Chen:“Materiel Systems Engineering”.

TheInfluenceofPile-Pier Reinforcement Ratioon the Development of Plastic Zone of Bridge Structure SONG Bo1,a, LIKaiwen1,b, ZHONGMin1,b 1School of Civil and Environmental Engineering, University of Science and Technology Beijing .30 Xueyuan Road, Haidian District Beijing 100083, P.R.CHINA aemail: songbo@ces.ustb.edu.cn,bemail:likaiwen040917@126.com Keywords: Bridge structure; ground motion; plastic zone; reinforcement ratio; pile-soil interaction Abstract:In this paper, using elastic-plastic fiber unit model for a continuous beam bridge structure and foundation to analyses the nonlinear seismic response of pier and pile foundation considering pile-soil interaction and the different types of seismic wave on the pile foundation and the pier’ dynamic response, focusing on the development of plastic zone and dynamic response of structure under different pile-pier reinforcement ration conditions.
For example, in the 1999 Kobe earthquake in Japan, the Japan Society of Civil engineeringcount the destruction of the 3rd and the 5th Hanshin Expressway, and over half of pile foundation needs to be fixed, and pile testing and repair is very difficult, post-disaster have serious implications for the reconstruction and economic development, and therefore need the reasonable control of the generation site and the development process of the plastic hinge zone bridge seismic design.
Engineering background and model parameters 1.1Engineering background A continuous bridges across 40m long, pier and pile are used HRB335 rebar and C40 concrete, pier is rectangular and height 10m, pile is a bored pile and length 28.5m, engineering site type is II.Using Midas Civil to establish space power computing model of the pier supported by group pile foundation, pier and pile use the beam unit, platform use plate unit, and plate elements and beam elements are rigidly connected.Transform the quality of the superstructure loads about 6900kN[10] as the mass to load the top of the pier.