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Remennikov2,b and Brian Uy3,c 1Department of Civil Engineering, College of Engineering, Universiti Tenaga Nasional, Jalan IKRAM-UNITEN, 43009 Kajang, Selangor, Malaysia 2School of Civil, Mining and Environmental Engineering, University of Wollongong, Wollongong NSW 2522, Australia 3Centre for Infrastructure Engineering and Safety, University New South Wales, Sydney NSW 2052, Australia.
“Impact resistance of non-composite axially restrained steel-concrete-steel sandwich panels”, The 5th Civil Engineering Conference in the Asian Region and Australasian Structural Engineering Conference, 8-12 August 2010, Sydney, Australia
Australian Journal of Structural Engineering, Vol 12 (2012), No. 3

Analysing the micro structure of sea sand concrete SUN Wu 1, a, JIANG Yi 2,b LIU Junzhe 3,c 1 School of Civil Engineering, Ningbo University, Ningbo, Zhejiang China 2 School of Civil Engineering, Ningbo University, Ningbo, Zhejiang China 3 School of Civil Engineering, Ningbo University, Ningbo, Zhejiang China a491480031@qq.com, b1060304103@qq.com, cjunzheliu@163.com Keywords: sea sand concrete, microstructure, chemical composition.
Introduction There are some most economically developed citys of our country in the eastern coastal areas, where the sea sand concrete become the commonly used structure materials in construction engineering.
Desalinate sea sand , with the coarse particles and impurities rejected and chlorine ion and shells content declining obviously, as well as good grading, as a kind of structure materials, has been used for a long time in construction engineering.
Analysis on"House of sea sand engineering quality accidents and safety management [J].
Hydro-science and engineering，2001(1):45-49

The Influence of Compressive Strength of EPS Concrete using Fiberglass with Curing and Non Curing Treatment Irpan Hidayat1, a, Jemima Devina Halim2,b 1,2 Civil Engineering Departement, Faculty of Engineering, Bina Nusantara University airpan@binus.edu, bjemima0503@gmail.com corresponding author : irpan@binus.edu Keywords: Compressive strength of concrete, EPS, fiberglass Abstract.
Results Results of testing performed on specimens was conducted at Concrete Laboratory of Civil Engineering Department of the Binus University.
Journal of Engineering. 14 (2) : 1-2 [3].
Othuman Mydin (2013) Influence of High Temperatures on Flexural Strength of Foamed Concrete Containing Fly Ash and Polypropylene Fiber, International Journal of Engineering, 26 (2): 365-374 [4].
Civil Engineering, Faculty of Engineering, Sam Ratulangi University, Manado

Surface chloride ion concentration study of Brine corroded High Performance Concrete (HPC) Peng Gao 1,2,a, Hongfa Yu 1,b 1 Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, P.R.China 2 Inner Mongolia University of Science and Technology College, the school of Architecture and Civil Engineering, Baotou city, Inner Mongolia, 014010, China agaop182@163.com, byuhongfa@nuaa.edu.cn Keywords: High performance concrete, Surface chloride ion concentration, Curing period, Soak period Abstract. 4 kinds of mix proportion High performance concrete (HPC) was manufactured, whose material was produced from Inner Mongolia areas.
For its low cost, reinforced concrete structure is still one of the most main engineering structures in the 21st century, whose application range is very wide[1].
Nanjing: Southeast University Materials Science and Engineering school, 2004:1-4
Zhuhai, China: the 2013 2nd International Conference on Civil Architectural and Hydraulic Engineering (ICCAHE2013), 2013. 2865-2870(EI)
[4] Marine Engineering Concrete Test Procedures.

Key Laboratory of Bridge-Structure Engineering Ministry of Communications, Chongqing Jiaotong University, Chongqing, China 2.
Introduction Like all other civil engineering structures, suspension bridges are subjected to continuous aggression of fatigue and corrosion.
Hangers is the most important structural components of suspension bridges, therefore, ensuring their safety under different load conditions is of great importance to engineers.
Numerous publications and research studies have addressed these fatigue-related issues in the civil area.
Monitoring，Maintenance and Management Strategies of Large-span Suspension Bridges in Design Lifetime [D].Shanghai:Tongji University, 2009 (in Chinese) [4] Yong ZENG.Monitoring，Maintenance and Management Strategies of Large-span Suspension Bridges in Design Lifetime[D].Shanghai:Tongji University,2009 [5] Ai-rong Chen,Yong Zeng&Rujin Ma.Maintenance strategies for large span suspension bridges against fatigue and corrosion[C].Life-Cycle Civil Engineering- Biondini &Frangopol (eds),2008.5.13

AAM for Structure Beams and Analysis of Beam without Shear Reinforcement Oldrich SUCHARDA1,a*, Vlastimil BILEK1,b , Pavlina MATECKOVA2,c and Lubos PAZDERA4,d 1VSB - Technical University of Ostrava, Faculty of Civil Engineering, Department of Building Materials and Diagnostics of Structures, Ludvíka Podéště 1875/17, 708 33 Ostrava-Poruba, Czech Republic 2VSB - Technical University of Ostrava, Faculty of Civil Engineering, Department of Structures, Ludvíka Podéště 1875/17, 708 33 Ostrava-Poruba, Czech Republic 3Brno University of Technology, Faculty of Civil Engineering, Institute of Physics, Veveří 331/95, Brno 602 00, Czech Republic, Czech Republic aoldrich.sucharda@vsb.cz, bvlastimil.bilek@vsb.cz, cpavlina.mateckova@vsb.cz, dpazdera.l@fce.vutbr.cz Keywords: Alkaline Activated Material, Testing, Material Properties, Concrete.
Mechanical and Fatigue Parameters of Two Types of Alkali-Activated Concrete, Key Engineering Materials, 665, pp. 129-132, 2016 [5] Bilčík J., Fillo L, Benko V., Halvonik J.
Advances in materials science and engineering, DOI:10.1155/2017/3832072,2017 [10] Pazdera, L., Topolar, L., Smutny, J., Timcakova, K., Nondestructive Testing of Advanced Concrete Structure during Lifetime, Advances in materials science and engineering, DOI: 10.1155/2015/286469, 2015 [11] Topolar, L., Pazdera, L., Bilek, V., Dedeckova, L.
Shear assessment of concrete bridge deck slabs, Key Engineering Materials, 738, pp. 110-119. 2017.

Consolidation Process and Triaxial Shear Test of Consolidation Coefficient for Saturated Soft Soil in Marsh Hongjun LIU 1, a, Ying GUO 2, b , Wei SHAN 3, c, Xiaxin TAO 4, d 1 College of Civil Engineering, Wuyi University, Jiangmen 529020, China 2 Engineering Survey and Design Institute, Northeast Forestry University, Harbin 150040, China 3 College of Civil Engineering, Northeast Forestry University, Harbin 150040, China 4 College of Civil Engineering, Harbin Institute of Technology, Harbin 150020, China aliuhongjun_0821@163.com, bsamesongs@163.com, cshanwei456@163.com, dtaoxian@163.com Key words: saturated soft soil, triaxial shear test, consolidation coefficient, pore water pressure dissipation, drainage volume of the specimen Abstract.
Accordance with above results and Terzaghi consolidation theory, in practical engineering, consolidation settlement of soft soil foundation is faster in the medium-term and slower in the later period, which is consistent with the actual observation.
References [1] MIAOLin-chang,ZHANG Jun-hui,CHEN Yi-nan.Study on compressibility of Jiangsu marine clay[J].Chinese Journal of Geotechnical Engineering,2007,29(11):1711-1714.
Hydro-Science and Engineering, 2006(12):46-50.

The anti-bending performance study of loaded continuous beam that strengthened with prestressed laterally bonded carbon fiber sheets Xiang-rong ZENG1,a, Cai-ping LI1,b, Jin CHEN2,c, Xiao XIE2,d, Lei ZHANG 2,e 1Chongqing Key Laboratory of Geomechanics and Geoenvironmental Protection, Logistics Engineering College, Chongqing 401311, China 2Dept. of Civil Engineering, Logistical Engineering University, Chongqing 401311, China azxud6370@sina.com, b765014020@qq.com, clcx2002216@163.com, da68599087@163.com, ezhanglei_cq@163.com Keywords: laterally bonding, prestressing, carbon fiber sheets (CFS), reinforcement, continuous beams Abstract.
Introduction There are lots of reinforcement studies of general carbon fiber sheet (CFS) and prestressed CFS that applied in civil engineering, including the reinforcement of beam, plate, and column[1-2], the reinforcement beam included simply supported beams and continuous beams[3-4].
The methods and technology adopted in this paper for laterally bonded non-prestressed or prestressed CFS strengthening continuous beam could offer reference for practical engineering application of CFS.
Application of CFRP in Civil Engineering Reinforcement[J].
Experiment Study on Strengthening Negative Moment Areas of RC Continuous Beams with CFRP[J].Structural Engineers, 2012, 28(1)：134-139

., Guangzhou, China 2Key Laboratory of Roadway Bridge and Structural Engineering, Wuhan University of Technology, Wuhan, China 3School of Civil Engineering and Architecture, Zhongyuan University of Technology, Zhengzhou, 450007, China; anewpy@126.com, bcbsteven@163.com, cyuzhousun@yahoo.com.cn Keywords: Transmission angle tower, performance assessment, base settlement, wind loading.
Introduction Transmission tower-line system is a typical civil engineering structure constructed for civil and industrial purposes.
In recent years, many damage events of the transmission tower and lines have been reported and attracted more and more attention from researchers and engineers at home and abroad.
Cross-rope transmission tower-line dynamic analysis, Journal of Structural Engineering ASCE. 110(6) (1984), 1321-1335
Engineering Structures. 1988, 10:4, 272-280.

Introduction Polymers are being increasingly used in civil engineering applications as adhesives, modifiers, and matrix materials in concrete.
PC is very strong, durable and cures very rapidly, an important factor in most of the civil engineering applications such as transportation, utility, marine and building components [2].
Paul: Journal of Materials in Civil Engineering Vol. 5 No. 1 (1993), p.62 [2] K.S.
Fowler: Journal of structural Engineering Vol. 121 No. 9 (1995), p.1370 [3] C.D.
Dudgeon, in: Unsaturated polyesters, volume 2 of Engineered Materials Handbook, p.246, ASM International (1988)