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Wind Field Numerical Simulation of Long-Span Bridge Jian Guo 1,2,4,a ,Weichang Gan 1,3,b ,Dingyu Jiang1,c Bingnan Sun 1,3,d ,Wei Peng 1,e 1Ningbo Institute of Technology, Zhejiang University, Ningbo 315100, P.R.China 2Dep. of Civil & Hydraulic Engineering, Dalian University of Technology, Dalian, 116024, P.R.China 3Dep. of Civil Engineering, Zhejiang University, Hangzhou 310058, P.R.China 4The Construction Headquarters of Liuheng Cross-sea Bridge, Zhoushan, 316000, P.R.China aguoj@vip.163.com,bgwctianxingjian@163.com,cjiangdingyu524@126.com dsbn@zju.edu.cn,epengw@nit.zju.edu.cn Keywords: Long-span bridge; Numerical simulation; Wind load Abstract: In the research on calculation of interaction of wind and structure, the key to the question is wind field numerical simulation.
Davenport spectrum is most commonly used in engineering, it is an empirical formula put forward by Davenport according to the wind records
[4] Yongle Li,Shuhua Zhou,Sizhong Qiang:China Civil Engineering Journal Vol.36(2003),p.60-65.
(In Chinese) [5] Hongying Cao,Haifan Xiang,Yi Zhou:China Civil Engineering Journal Vol.36(2003),p60-65 (In Chinese) [6] He X F, Moaveni B, Conte J P, etc:Computer-Aided Vivil and Infrastructure Engineering Vol.23(2008),p.373-388.
:Engineering Mechanics Vol.24(2007),p.146-151．

New Building Material-- The Development and Application of Recombinant Bamboo Shimei Liua , Jinsheng Liu*b Department of Architecture and Civil Engineering, Zhejiang College of Construction, Hangzhou, Zhejiang , 311231,China, a shimeiliu126@126.com, b cjxljs@163.com Keywords: Recombinant bamboo; Mechanical properties; Material; Application Abstract.
The Article through comparing commonly materials in civil construction, analyze the application prospects of New Building Material-- Recombinant bamboo.
In Yushu earthquake in 2010, various types of houses collapsed 5 million square meters.After the research, most masonry structures and civil engineering structures housing collapse is the main reason causing of seismic casualties and economic losses.
Bamboo has good condition as engineering structures; its mechanical properties are now researched and developed by domestic many institutions.
Besides it can save bamboo resources and reduce energy consumption .In the stage of sustainable development, Recombinant bamboo is very broad prospects for development Acknowlegements It is a project supported by zhejiang provincial natural science foundation: The Recombinant Bamboo Engineering Mechanical Properties and the Application of Seismic Bamboo Structure Dwellings（Numbers：Y1100363） and Education Department of Zhejiang university research plan: The Applied Research of Seismic Bamboo Structure Dwellings in Recombinant Bamboo (Numbers：Y200909504).

Introduction Soil-rock mixture has being widely used in many fields of civil engineering, such as roadbed of highway, groundwork of runway and large soil-rock dam.
However, testing the shear wave velocity of deep foundation is a stumbling block of applying the shear wave velocity in engineering.
After verifying, the error of models is small and satisfies the precision request in civil engineering.
The author would like to thank China National Science Foundation Committee and Civil Engineering Laboratory of Civil Aviation University of China.
Olivera Bonilla: Numerical Simulations of Undrained Granular Media, A thesis presented to the University of Waterloo in fulfillment of the thesis requirement for the degree of PhD. in Civil Engineering, Waterloo, Ontario, Canada, 2004 [4] Manoj Khanal, Wolfgang Schubert, Jurgen Tomas: Granular Matter (2005) 7, P. 83–90 [5] Franck Bourrier, François Nicot, Félix Darve: Granular Matter (2008) 10, P.415–437 [6] Qian Shi: Soil Test and Testing Technology, Chemical Industry Press. 2005, P.304-307(in Chinese) [7] Jianhua Wang, Yangrui Zhou, Qun Zhang: World Earthquake Engineering. 2010, 26(12), P.23-27(in Chinese)

Puharenko, Gypsum concrete composites reinforced with basalt fibers, Bulletin of Civil Engineers. 2 (37) (2013) 152-156
Merkulov, About Normalization of Characteristics of Rod Non-Metallic Composite Reinforcement, Industrial and Civil Engineering. 5 (2016) 22-26
Krasinikova, Strength and deformability of concrete structures reinforced with fibre-reinforced polymer bars, Magazine of Civil Engineering. 2 (2016) 32-41
Semenov, Experimental Study of Bond Behavior Between FRP Rebars with Flat Winding and Concrete, Industrial and Civil Engineering. 9 (2013) 74-76
Karavaev, Liquid corrosion of concrete in the environment with various degree of aggressiveness, Bulletin of Civil Engineers. 4 (63) (2017) 113-118

Petersburg State University of Lines of Communication, Russia Saint Petersburg State University of Architecture and Civil Engineering Vtoraja Krasnoarmejskaja ul. 4, St.
On stability calculations of rod members of steel designs (2013) Bulletin of Civil Engineers, 2(37), pp. 44-48
Experimental investigations of spatial deformations and stability of reinforced H-section rods with welding application under loading (2013) Bulletin of Civil Engineers, 2(37), pp. 61-64
Behavior features of rod elements of constructions from galvanized bent profiles (2012) Bulletin of Civil Engineers, 3, pp. 99-103
Features of oscillation properties of prestressed struttled combined systems (2012) Bulletin of Civil Engineers, 1(30). pp. 77-79

The Advances in Mechanical Engineering and Kinematics Sciences give broad influence in Material Sciences, Architecture and Civil Engineering are the order of the day with the rapid industrialization and urbanization seen in developed and developing nations.
The conference is the premiere forum for the presentation of new advances and research results in the fields of Mechanical Engineering, Kinematics Sciences in the area of Material Sciences, Architecture and Civil Engineering.
Hong Yuan Department of mechanics and civil engineering, Institute of Applied Mechanics, Jinan University, China.
Raja Rizwan Hussain Civil Engineering Department King Saud University, Dr.
Mohammed Raoof Civil and Building Engineering Department, Loughborough University, UK Prof.

Influence of Bridging Arrangement Location on the Mechanical Characteristics of the High-formwork Support System Li Liu1, a; Yanan Liu2,b , Bo Wang3,c and Juchao Wang4,d 1School of Civil Engineering Shenyang Jianzhu University, Shenyang, China 2School of Civil Engineering Shenyang Jianzhu University, Shenyang, China 3School of Civil Engineering Shenyang Jianzhu University, Shenyang, China 4 School of Civil Engineering Shenyang Jianzhu University, Shenyang, China aliuli1219@sina.com, btheral@163.com, cmiwbmang@163.com, djiejiaowang123@163.com Key words: high-formwork, bridging, lateral migration, arrangement location Abstract.
Introduction With the increasing demand of industrial and civil construction on height-span space, tall template support system requirements are increasingly high.
Pan,A.D,Stability Analysis of Semirigid Steel Scaffolding, Engineering Structures, 17(8),568-574 [4] Jingchang Wang, Yekai Chen: Application of ABAQUS in Civil Engineering, Zhengjiang University Pass, 2006

Research on factors Influencing Characteristics Experimentation and Mechanism of Rheological Parameters of soft-soil Hua Hu 1, a Xiaozhen Zhou1,b 1department of civil engineering, Xiamen University, China axmhuh@xmu.edu.cn, bxiaozhenwuyeshell@163.com Keywords: factors Influencing, Rheological Characteristics, Rheological Parameters Abstract.
The mechanism of which the percentage of clay and water affect the rheological parameters are opened out by using the theory analysis and technology of structure micrograph..The research results have have theoretic and practical significance for us to analyse changing disciplinarian of rheological parameters, reinforce soft-soil foundation, raise bearing capacity and whole strengthen of soft-soil. 1 Introduction Soft soil widely distributing, and is foundation of most Civil Engineering, such as industrial and civil buildings, road and bridge, water conservancy facilities, coastal defense and dike, port terminals [1,2].
It has important academic actual signification for us to know the soft soil rheologic characteristic, reinforce the subgrade on soft soil, and improve the stability of soft soil, increase the bearing capacity, prevent the geotechnical engineering and the civil construction engineering bursting out the engineering accident of strain cracking and incline collapsing due to the too great distortion and the sedimentation by studying on the influencing characteristic and variation law of the sludge soft soil rheologic parameters 2) The influence of the clay content for the soft soil rheologic parameters can be come down to the influence for the free water and the flocculation.
References [1] CHEN Xi-zhe, mechanics and foundation engineering.
Geotechnical Engineering World, 2005(11):34-36 [5] Hu Hua.

Shear Strengthening of Reinforced Concrete Beams with HFRP Composite Sanyawit Siriluk1, a, Qudeer Hussin1, b ,Winyu Rattanapitikon2, c and Amorn Pimanmas3, d 1Graduate Student, School of Civil Engineering, SIIT, Thammasat, Thailand 2Associate Professor, School of Civil Engineering, SIIT, Thammasat University, Thailand 3 Professor, School of Civil Engineering, SIIT, Thammasat University, Thailand asanyawit@gmail.com, bebbadat@hotmail.com, cwinyu@siit.tu.ac.th, damorn@siit.tu.ac.th Keywords: Strengthening; reinforced concrete beam; ultimate load; HFRP composite.
European Journal of Environmental and Civil Engineering 20.1 (2016): 79-107
KSCE Journal of Civil Engineering 19.7 (2015): 2121-2133

Effect of High Volumes of Fly ash on Flowability and Drying shrinkage of Engineered Cementitious Composites ZHU Yu1, a, YANG Yingzi2, b , YAO Yan3 1School of Material Science and Engineering, Harbin Institute of Technology, Harbin 150001, China; 2School of Civil Engineering, Harbin Institute of Technology, Harbin 150001, China; 3China Building Materials Academy, Beijing, 100024, China aemail: hitzhuyu@163.com, bemail: yangyz6@yahoo.com.cn Keywords: ECC; PVA; fly ash; drying shrinkage Abstract: In order to investigate flowability and drying shrinkage of ECC, mini-slump flow deformation test and drying shrinkage are employed to analyse the influence of fly ash on the flowability and shrinkage of ECC.
Engineered Cementitious Composites with High-volume Fly Ash[J].
Journal of Materials in Civil Engineering, Vol.5 (1998), p.66 [5] Li V C, Leung C K Y.
Journal of Engineering Mechanics, ASCE.
Journal of Materials in Civil Engineering.