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Experimental Study on Compressive Bearing Capacity of Disk Pile Under the Influence of Horizontal Load Fanli Meng a, Xiaopeng Zhai b and Chenyuan Lu c School of Architecture and Civil Engineering, Zhejiang University of Technology, Hangzhou, 310014, China azgdlucy@126.com, bzhaixiaopeng08@163.com, czgdlucy@sina.com Key words: Disk-pile, Horizontal Load, Compressive Bearing Capacity, Model Test.
Qian: Geotechnical Engineering Vol.24(3) (2002), p. 371-375 [2] D.L.
Qian: Rock Mechanics and Engineering Vol. 22(4) (2003), p. 678-682 [3] C.Y.
Wu: Rock Mechanics and Engineering Vol.23(20) (2004), p. 3547-3551 [4] C.Y.
Wu: Engineering Survey Vol. (7) (2007), p. 1-6 [5] Y.H.

D Student, School of Transportation Science and Engineering, Bridge and Tunnel Engineering, Harbin Institute of Technology, Harbin City, 150090, China 2School of Transportation Science and Engineering, Bridge and Tunnel Engineering, Harbin Institute of Technology, Harbin City, 150090, China aali_hu73@yahoo.com, bwangzonglin@vip.163.com Keywords: Fu Feng Bridge; Strengthening; Steel Plates; Static Load; Strain; Stress; Deflection Abstract.
Kim, Performance of Steel, Concrete, Prestressed Concrete, and Timber Bridges, Proceedings of 4th International conference on short and medium span bridges, The Canadian Society for Civil Engineering, 341-354.

Experimental Study on Factors Affecting the Bond-slip Properties of Concrete Reinforced by Bamboo-based Fiber Composites Jian Zhou1, a, Su Ma*1,b , Hetao Hou 1,c , Jingjing Li1,d, Haining Liu1,e and Lei Chen1,f 1 Department School of Civil Engineering, Shandong University, Jinan , Shandong,250061,China axiaobin_00@126.com, b*Corresponding Author: masuhappy@163.com, chouhetao@sdu.edu.cn ddreamjing3@163.com, e785208361@qq.com, f 806820064@qq.com Keywords: Bamboo-based fiber composites, Concrete, Pull-out test, Bond property Abstract.
(in Chinese) [2] Li Yushun, Shen Huangying, Zhang Wangli, Han Tianshi, “Experimental study on Bamboo-steel composite wall’s seismic behavior experimental study”, Engineering Mechanics, Vol. 27, issue 1, 108-126, 2010.
(in Chinese) [3] Trujillo D,“ Bamboo Structures in Colombia”, The Structural Engineer, Vol. 85, issue 6, 26-30, 2007
[4] Shen Huangying, Li Yushun, Zhang Wangli, “Experimental study on flexural capacity of lightweight steel-bamboo composite floor slabs”, Forest Engineering, Vol. 26, issue 2, 83-86, 2010.
[7] Zheng Qiaowen, Xue Weichen, “Bond-slip constitutive relationship of the sand deformed GFRP reinforcing bars”, Engineering Mechanics, Vol. 25, issue 9, 162-169, 2008.

A Multi-hierarchical Damage Identification Method for Jacket Platform Using BP Neural Network Xiangyu Chen1,a ,Shasha Dong2,b,Fushun Liu2,c 1Offshore Oil Engineering Co., Ltd.Tianjin, 300457, China 2Department of Ocean Engineering, Ocean University of China, Qingdao266100, China achenxy@mail.cooec.com.cn bdongshasha111@yahoo.com.cn, cpercyliu@ouc.edu.cn Keywords: Jacket platform; Multi-hierarchical; Damage identification; BP neural network Abstract: Jacket-type platforms may be the most common type of offshore structures, and damage localization and severity estimation is important for these structures.
Many diagnosis methods achieved in the theory will be limited once applied to engineering practice because of the existence of measurement error.
Reference [1]LingLi, KezhuHong, Hongping Zhu "the neural network damage detection method for Civil engineering structure", Journal of Huazhong University of Science and Technology,2004,2:19-21
Journal of Process Mechanical Engineering,1995, 209,117-123 [6]H.F.Lam,J.M.Ko and C.W.Wong.

A Laboratory Investigation into the composite bonding system of Cement-emulsified Asphalt-Epoxy resin Qing-jun Ding1,a , Fan Shen1,b, Zheng Sun1,c , Shao-long Huang2,d 1College of Materials Science and Engineering, Wuhan University of Technology, Wuhan 430072 2Faculty of Materials Science and Engineering, Hubei University, Wuhan 430062 adingqj@whut.edu.cn, bwwwsf5227@163.com, csunzheng0101@126.com, dlongwei25@126.com Keywords: Bridge decks, Cement-emulsified Asphalt-Epoxy resin, Pavement performances, Microscopic feature Abstract: The objective of this article is to provide an insight into a new composite bonding system of Cement/emulsified-Asphalt/Epoxy resin (CAE) for steel box girder bridge pavement.
After the mixing, CAE mixtures are poured into difference molds and maintenance for 28 days. 3.3 Test methods Due to the flexible performance of CAE mixture, the mechanical properties tests of CAE mixtures are according to the Standard Test Method of Bitumen and Bituminous Mixture for Highway Engineering(JTJ252-2000), including compressive strength, compressive resilient modulus, dynamic stability, splitting tensile strength and low temperature flexural tests.
Acknowledgement This work was financially supported by the State Key Laboratory of High-performance Civil Engineering Materials Open Foundation (2010CEM014).
Standard Test Method of Bitumen and Bituminous Mixture for Highway Engineering(JTJ252-2000)[S].

Key Laboratory of Road & Bridge and Undergroud Engineering of Gansu Province, Lanzhou jiaotong University, lanzhou 730070,CHINA; 2.
School of Civil Engineering, Lanzhou jiaotong University, lanzhou 730070,CHINA ; E-mail: xujialin@mail.lzjtu.cn; zhangyong_L@126.com Keywords: reinforced concrete arch bridge; state evaluation; dynamic test; modal analysis Abstract: The development and application of the reinforced concrete arch bridge has been several decades in China.
Reinforced concrete arch bridge has been the dominant type of bridge to reduce weight and the corresponding amount of masonry engineering in China, due to the lack of concrete and the limit of steel strength.
Modal analysis which is the practical application of system identification method in the field of Vibration Engineering is a modern research method of structural dynamic characteristics.
Engineering situation Zhaqu River Bridge which is located in Qinghai Province is an important bridge for local residents.

The research of historical background that architectural history lacks in Guijie Song1, a*, Xing Chen 2, b 1 Xi‘an University of Architecture and Technology, P.R.China, 710055 2College of Civil Science and Engineering, Yangzhou University, P.R.China, 225009 asong6897@163.com, bXingchen@yzu.edu.cn Keywords: Architectural history. craftsmen, historical background.
(in China) [3]Ying Zhang, Jie Shen,Craftsman Position of Construction Engineering Management History in Ancient China [J] Huazhong Architecture, 2006,24(11),59.
Little, Distinguishing ecological engineering from environmental engineering, Ecological Engineering, 2003, 20:389–407(in Usa) [10]Andre Botequilha Leitao, Jack Ahern, Applying landscape ecological concepts and metrics in sustainable landscape planning, Landscape and Urban Planning, 2002, 59, 65-93(in Usa)

Idrise Department of Materials Engineering and Design, Faculty of Mechanical and Manufacturing Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, Malaysia agd130079@siswa.uthm.edu.my, bcd120111@siswa.uthm.edu.my, chd120043@siswa.uthm.edu.my, dhasan@uthm.edu.my, eizwana@uthm.edu.my Keywords: Hydroxyapatite, Anodic Oxidation, Titanium Abstract.
Ding, Surface Modification of Titanium, titanium alloys, and related materials for biomedical applications, Materials Science and Engineering: R: Reports 47 (2004) 49-121
Advances in Civil, Structural and Mechanical Engineering- CSM 2015, pp. 22-26, 2015
Tarafder, Calcium phosphate ceramic systems in growth factor and drug delivery for bone tissue engineering: a review, Acta Biomater. 8 (2012) 1401-1421

Influence of Moisture Content on the Thermal Properties of Concrete Containing Agricultural Waste Materials KOŇÁKOVÁ Dana1, a *, ČÁCHOVÁ Monika1, b and VEJMELKOVÁ Eva1,2, c 1Czech Technical University in Prague, Faculty of Civil Engineering, Department of Materials Engineering and Chemistry, Thákurova 7, 166 29 Prague 6, Czech Republic 2Czech Technical University in Prague, University Centre for Energy Efficient Buildings, Třinecká 1024, 273 43 Buštěhrad adana.konakova@fsv.cvut.cz, bmonika.cachova@fsv.cvut.cz, ceva.vejmelkova@fsv.cvut.cz Keywords: Concrete, thermal properties, moisture content, hygric transport, coir pith.
Černý, Engineering properties of concrete containing natural zeolite as supplementary cementitious material: Strength, toughness, durability, and hygrothermal performance, Cement & Concrete Composites 55 (2015) 259-267
Konvalinka, Physical and Mechanical Properties of Composites Made with Aluminous Cement and Basalt Fibers Developed for High Temperature Application, Advances in Materials Science and Engineering, Article ID 703029, 2015
Černý, Treated Coconut Coir Pith as Component of Cementitious Materials, Advances in Materials Science and Engineering, Article ID 264746, 2015

Static and Dynamic Analysis of Wind Turbine Tower Structure Yan Xu 1,2,a , Wenlei Sun 2,b , Jianping Zhou2,c 1School of Mechanical Engineering, Xi'an Jiaotong University, Xi'an 710049, China 2 School of Mechanical Engineering, Xinjiang University, Urumqi 830008, China a lilixiu_z@163.com, bsunwenlei007@163.com, clinkzhou@163.com Keywords: tower structure; static analysis; dynamic analysis; FEM.
References [1] Beskos DE,Karabalis DL, Hatzigeorgiou GD,Karamaneas H.Design of a wind turbine tower-450KW.Technical Report to the Center for Renewable Energy Sources,Deparment of Civil Engineering University of Patras;1996
[2] N.Bazeos,G.D.Hatzigeorgiou,I.D.Hondros.Static,seismic and stability analyses of a protype wind turbine steel tower,Engineering structure,24(2002),p.1015-1025 [3] Lu Ping, Qin huifang, Luan zhiyun , Dynamic analysis of tower structure for wind turbine based of finite element method, Chinese Journal of Mechanical Engineering vol. 38 (2002), p.127-130(in chinese)