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Kojima5 1 Dept. of Advanced Energy, Graduate School of Frontier Sciences, The University of Tokyo, Mail Box 302, 5-1-5 Kashiwanoha, Kashiwa 277-8561, JAPAN 2&3 Dept. of Aeronautics and Astronautics, School of Engineering, The University of Tokyo, 7-3-1 Hongo, Bunkyo-ku, Tokyo 113-8656, JAPAN 4 Fuji Heavy Industries Ltd., Aerospace Company, Engineering & Development Center, Research and Laboratories Dept., 1-1-11 Yonan, Utsunomiya-city, Tochigi 320-8564, JAPAN 5 Photonics Research & Development Center, Hitachi Cable, Ltd., 5-1-5 Hitaka-cho, Hitachi-shi, Ibaraki 319-1414, JAPAN 1 takeda@smart.k.u-tokyo.ac.jp, 2okabe@smart.k.u-tokyo.ac.jp, 3kuwajun@smart.k.u-tokyo.ac.jp, 4 OgisuT@uae.subaru-fhi.co.jp, 5kojima.seiji@hitachi-cable.co.jp Keywords: Health monitoring, Ultrasonic wave, FBG sensor, CFRP, Skin/stringer structure Abstract.
Acknowledgements This study was conducted as a part of the "Civil Aviation Fundamental Technology Program - Advanced Materials & Process Development for Next-Generation Structures" project under contract with RIMCOF (R&D Institute of Metals and Composites for Future Industries), founded by the METI (Ministry of Economy, Trade and Industry), Japan.

Modeling of Rock and Soil Aggregate under the Condition of Uniaxial Compression Jianming He1, a, Xiao Li1, b, Tengfei Li1, c, Shouding Li1, d 1 Key Lab of Engineering Geomechanics, Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing, P.
Study on the effect of coarse fraction on the shear strength of colluvium had been carried out by Civil Engineering Department of Hong Kong, the corresponding GEO report was published in 1995 [5].

Textile Reinforced Mortar at High Temperatures Isabella Colombo1,a, Matteo Colombo1,b, Anna Magri1,c, Giulio Zani1,d and Marco di Prisco1,e 1Department of Structural Engineering, Politecnico di Milano, Milan, Italy acolombo@stru.polimi.it, bmcolombo@stru.polimi.it, cmagri@stru.polimi.it, dzani@stru.polimi.it, emarco.diprisco@polimi.it Keywords: textile reinforced mortar, high temperature, tensile strength Abstract.
Introduction In Civil Engineering an increasing interest in textile reinforced mortar made of AR-glass fabrics, has been developed.

Growth mechanism and optical properties of bundle-like ZnO nanostructures synthesized by a sonochemical method Shicai Cui2,a, Xipeng Pu1,b, Dafeng Zhang1,c, Xianhua Qian1,d and Yanyan Gao1,e 1 School of Materials Science and Engineering, Liaocheng University, Liaocheng, 252000, Shandong China 2 School of Architecture and Civil Engineering, Liaocheng University, Liaocheng, 252000, Shandong China acuishicai@lcu.edu.cn, bxipengpu@hotmail.com, cdafengzh@tom.com, dbaihualinchina@163.com, eyanyan2008water@163.com Keywords: ZnO, Sonochemical method, Bundle-like nanostructure Abstract.

Vol.6(2004) p117 (In Chinese) [5] Specification for Inspection Evaluation of Load-bearing Capacity of Highway Bridge(draft standard for approval),2005 (In Chinese) [6] GB/T 50283-1999, Unified standard for reliability design of highway engineering structures[S].
E:Canadian Journal of Civil Engineering, Vol.6(1991) p995 [9] J.F Zhou, M.Y Zhou, D.Q Li: China Rural Water and Hydropower.

Preservation, Safeguard and Valorization of Masonry Decorations in the Architectural Historical Heritage of Piedmont (Italy) CARPINTERI Alberto1, a, INVERNIZZI Stefano 2, b, LACIDOGNA Giuseppe3, c and MANUELLO Amedeo4, d 1,2,3,4Department of Structural Engineering and Geotechnics, Politecnico di Torino, Torino, Italy.
The physical-chemical degradation (Fig. 1a) has to be dealt with Materials Science and Chemical Engineering techniques (Fig. 1b, De Filippis et al. 2005).
Objective of the research is to use the AE technique to assess the support of the decorated mural surfaces in Piedmont, developing the application aspects of this technique, which has been widely studied from a theoretical and experimental point of view by the authors in the safeguard of civil and historical buildings (Carpinteri et al. 2008, Carpinteri et al. 2007, Anzani et al. 2010).

System Based Seismic Strengthening Design Analysis for A Historic Building WANG Lu 1,a, PENG Ya Ping 2,b, GU Xianglin3,c, CUI Wei 4,d and ZHANG Weiping5,e 1,3,4,5Department of Building Engineering, Tongji University, Shanghai, China 2 The School of Civil Engineering and Architecture, University of Jinan, Jinan, China a lvwujvshi@163.com, bpengyp517@126.com, cgxl@tongji.edu.cn, d cuiwei19870927@163.com, eweiping_zh@tongji.edu.cn Abstract In system based seismic strengthening design, the redistribution of inner forces brought by the change of structural members can be considered, which is very important to guarantee the safety of a strengthened structure.

Study on Dynamics Characteristics of Concrete Floating Slab Track in Urban Track Liang Gao 1,a , Ke-Ming Yin 2,a, Ge-Yan Zhang 1,a 1 School of Civil Engineering and Architecture, Beijing Jiaotong University Beijing 100044, P.R.China 2 Southwest Municipal Engineering Design & Research Institute of China, Si Chuan,Chengdu, 610081, P.R.China a lgao@center.njtu.edu.cn Keywords: Concrete; floating slab track; vertical coupling; dynamics; finite element analyses method Abstract.

Creep and Relaxation of Thermo-viscoelasticity Using the Symplectic System Method Weixiang Zhang1, a, Fang Yuan1,b 1 School of Civil Engineering and Architecture, Henan University of Technology, Zhengzhou 450052, China a weixiang_zh@sohu.com mail, b fangyuan64@163.com Keywords: symplectic system; thermo-viscoelastic; eigensolution Abstract.
Introduction Viscoelastic materials, such as fibrous polymeric composites and engineering polymers, have been widely applied to various fields.

3-Dimensional Stress Analysis and Safety Assessment of the Underground Draft Tube Xianshan Liu 1,2,a, Bihong Song 1,2,b 1 School of Civil Engineering, Chongqing University, Chongqing, 400045, China , 2 Key Laboratory of New Technology for Construction of Cities in Mountain Area (Chongqing University), Ministry of Education, Chongqing, 400045, China alzmoumou@163.com b68111214@qq.com Key words: Complex condition; Draft tube; Steel lining; FEM; Stress distribution Abstract: It is well known that research on mechanical characteristics of the underground draft tube and corresponding stress distribution of the steel lining under complex conditions plays an important role on assessing the underground powerhouse and hydropower project safety.
Journal of Hydraulic Engineering (2006), Vol. 37 (11) :1323-1328 (In Chinese)