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., GR-0157 73, Athens, Greece 2 Department of Civil and Environmental Engineering University of Illinois at Urbana-Champain, 2209 Newmark Laboratory 205 N.
Engineering Vol. 7 (1995), p. 865
Engineering Vol. 5 (1995), p. 753

Vacuum Infusion Molding Process to Produce FRP Shell Used in an Innovative FRP-Concrete Composite Structure Pu Zhang1, a, Hong Zhu2,b, Gang Wu3,d, Shaoping Meng4,c and Zhishen Wu5,e 1,4Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, SEU, Nanjing 210096,China 2,3,5 International Institute for Urban Systems Engineering, Southeast University, Nanjing 210096, China azhp1243@163.com, bseuzhuhong@gmail.com, cg.wu@seu.edu.cn, dmsp1960@vip.sina.com, ezswu@mx.ibaraki.ac.jp Keywords: composite beam; Basalt Fiber; VIMP; FRP shell Abstract.
Progress in Structural Engineering and Materials.
CICE 2010 - The 5th International Conference on FRP Composites in Civil Engineering September 27-29, 2010 Beijing, China

Three-dimensional Sonic Band Gaps Tunned by Material Parameters* Xiao-Zhou Zhou 1, a , Yue-Sheng Wang1, b, Chuanzeng Zhang2, c 1 Institute of Engineering Mechanics, Beijing Jiaotong University, Beijing, 100044, China 2 Department of Civil Engineering, University of Siegen, Siegen, D-57068, Germany a zhouzhou_buaa@163.com, byswang@bjtu.edu.cn, cc.zhang@uni-siegen.de Keywords: sonic band gap, material parameter, plane-wave expansion method.
Phononic/sonic crystals have numerous potential engineering applications due to the existence of the band gaps,.

Friction and wear behavior of CaO-MgO-Al2O3-SiO2 glass-ceramics prepared by waste casting sands Lei Fan1,a, Hua-hui Chen1,b, Wan-ting Mao1,c, Jing-jing Cao1,d 1Department of Material Science and Engineering, China University of Mining &Technology (Beijing), China 100083 afanlei@cumtb.edu.cn, bchh@cumtb.edu.cn, cmaowanting0703@yahoo.cn, dcaojingjing1105@163.com Keywords: Waste casting sands, Glass-ceramic, Oil lubrication, Friction performance, wear mechanism Abstract.
Journal of Shenyang Architectural and Civil Engineering Institute (Natural Science), 17 (3) 206-209 (2001).
Journal of Qingdao Institute of Architecture and Engineering. 25 (4) 25-27 (2004).

Based on recognization of seductive application for bamboo strip plywood in civil engineering, The compressive mechanical performance of bamboo strip plywood was studied in the paper ,which consisted of compressive strength, compressive elastic modulus and compressive constitutive relations.
The compressive constitutive relation can be simplified as: , （1） , （2） ——nominal stress,Mpa. —— engineering strain.
[2] Zubo Huang, Chunbao Li, Yan Wu, Beide Ge:Forest engineering, 2007, 23(2): P79-80.

Study on Bridge Deck Link Slabs of Simply Supported Girder Bridges HanYong Liu1,2,a, ShangChuan Zhao1,b, Long Li3,c 1Research Institute of Highway Ministry of Transport, Beijing 100088, China 2Department of Civil Engineering, Tsinghua University, Beijing 100084, China 3Shandong Provincial Academy of Building Research, Jinan 250031, China ahy.l@rioh.cn, bsc.zhao@rioh.cn, c370068909@qq.com Keywords: bridge structure; analytical analysis; force analysis; bridge deck link slabs; disease investigation; suitable structure Abstract.
The new structure of bridge deck link slab have following features: First, the interface of new and old concrete is moved away the provided groove and shear connectors are set up to prevent cracking on the interface; Second, ductile engineered cementitious composite is used in the position of bridge deck link slab to significantly enhance rotational and axial deformation capacity while controlling crack width, resulting in low permeability and reduce maintenance needs of repaired bridge deck systems[7-9].
Performance of bridge deck link slabs desighed with ductile engineered cementitious composite.

Seismic vulnerability analysis of FRP retrofitting industrial buildings Jian Zhu1, a, Pin Tan2,b and Peiju Chang3,c 1 Department of Civil and Hydraulic Engineering, Ning Xia University, Yin Chuan, China 2 Earthquake Engineering Research Center, Guang Zhou University, Guang Zhou, China 3 Department of Statistics, Xi’an Jiao Tong University, Xi An, China aarrow66@163.com, btanping2000@hotmail.com, cchangpeiju1979@163.com Keywords: FRP retrofitting; Industrial buildings; Seismic vulnerability; Stochastic vibration; Finite element Abstract.
Submitted to Earthquake Engineering and Structural Dynamics.

Low-Temperature Fracture of Ultrafine-Grained Iron Zbigniew Pakiela1,a*, Maciej Gizynski1,b , Barbara Romelczyk-Baishya1,c , Mariusz Kulczyk2,d 1Faculty of Materials Science and Engineering, Warsaw University of Technology, Woloska 141, 02-507 Warsaw, Poland 2Institute of High Pressure Physics, Polish Academy of Sciences, Sokolowska 29/37, 01-142 Warsaw, Poland azpakiela@inmat.pw.edu.pl, bmaciej.gizynski@inmat.pw.edu.pl, cbarbara.romelczyk@inmat.pw.edu.pl, dmariusz@unipress.waw.pl Keywords: Ultra-fine grained metals, Ductile to brittle transition, Low-temperature cracking, Mechanical properties.
Acknowledgements This work was carried out within the statutory funds of the Faculty of Materials Science and Engineering of Warsaw University of Technology and a NANOMET project financed under the European Funds for Regional Development (Contract no.
Pakiela, The effect of microstructure anisotropy on low temperature fracture of ultrafine-grained iron, accepted for publication in Archives of Civil and Mechanical Engineering (2018)

Finite element Analysis on orthotropic deck with composite pavement layer Derong Zhu1,2, a, Zijiang Yang1,b, Hui Zhang 1,c ,Shizhong Liu 1,d and Guixia Ning1,e 1 School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, Gansu 730070, China 2 China Railway Shanghai Design Institute Group, Shanghai, Shanghai 200070, China aZDRemail@163.com, byangzj@mail.lajtu.cn, czhanghuilz@yahoo.cn, dliushizhong@163.com e252757963@qq.com Keywords: Orthotropic steel deck; Shear nail; Steel fiber concrete pavement layer; Stress analysis.
Acknowledgements Project supported by the National Natural Science Foundation of China (Grant No. 50968008), and Foundation of ``Jin Lan'' Engineering Plan of Lanzhou Jiaotong University, Youth Foundation of Lanzhou Jiaotong University (Grant No. 2011035) and Foundation of Laboratory of Road Bridge &.
Journal of Traffic and Transportation Engineering.

The influence factors of perennial outbreak algal bloom in Xiangxi Bay upstream Yu Zhang 1,a, Daobing Ji 1*,b, Defu Liu 2,c, Tao Xie 1,d, Yuling Huang 1,e, Chaojun Xiong 1,f and Niansan Hu 3,g 1College of Hydraulic & Environmental Engineering, China Three Gorges University, Yichang, Hubei, 443002, China 2Engineering Research Center of Eco-Environment in Three Gorges Reservoir Region, Ministry of Education, College of Hydraulic & Environmental Engineering, China Three Gorges University, Yichang, Hubei, 443002, China. 3College of Civil Engineering & Architecture, China Three Gorges University, Yichang, Hubei， 443002, China.