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Experiment Study of Chaos Motion of Cable-Stayed Jinhai Li1, a 1Faculty of civil and architectural engineering, Kunming University of Science and Technology, Kunming 650504，China aljh.76@hotmail.com Keywords: Cable-Stayed; Chaos; Poincare Map; Smale Horseshoe Map Abstract.
China Civil Engineering Journal，1998, 31(8): 14-22.
China Civil Engineering Journal，2003, 20(1): 137-143.
Engineering mechanics, 2001, 18(1): 103-109.

Seismic behavior of partially encased concrete composite columns Gentian Zhao 1, a, Qiuwen Hu 1, b 1 School of Architecture and Civil Engineering Inner Mongolia University of Science & Technology, Baotou 014010, China azhaogentian93110@sina.com bhuxue0807@126.com Keywords: partially encased concrete, composite column, steel ratio, seismic behavior Abstract: In order to learn seismic behavior of partially encased concrete composite columns, experimental study on five H steel partially encased concrete composite columns was carried out under low cyclic loading.
Structure engineering report No.262.
Department of civil & environmental engineering, University of Alberta ，January 2006
Proceedings of Structures and Buildings, Institute of Civil Engineers, 1994, 106:75-82

Trial Study on Methods of Damage Extent Identification Based on Wavelet Transform of Strain Signal Jin Fan a, Hongpo Liu b College of Civil Engineering, Nanjing University of Science and Technical, Nanjing, Jiangsu, China 210094 afanjinem@mail.njust.edu.cn, b lhongpo@126.com Keywords: Trial Study; Damage Extent Identification; Wavelet Transform; Strain Signal.
It is very critical to monitor the weakest location and detect damage at the earliest possible stage to avoid future catastrophic fracture in most engineering fields.
The importance of damage identification of the civil infrastructure has increased significantly.
In recent years, studies in this aspect become a hotspot in civil engineering[1,2,3].
Acknowledgements The authours express their thanks to the financial aid from National Natural Science Foundation of China (40872172) and Key Lab of Earthquake Engineering and Structural Retrofit Of Beijing China(EESR200604).

Study on Stay-in-Place Cement Formwork and the Application Xiaoruan Song1, a, Peige Liu1, b, Dongfu Zhao2, Yuting Qu1, Xiaoyun Zhang1 1Department of Civil Engineering, North China University of Technology, Beijing, 100144, China 2Department of Civil Engineering, Beijing Institute of Civil Engineering and Architecture, Beijing, 100044, China asxr@ncut.edu.cn, bpei_ge@live.cn Keywords: Stay-in-Place Formwork; Cement Formwork; Concrete; Composite Slab Abstract.
Dai: Mechanical properties of concrete slab combined with formwork, Proceedings of 17th Structure Engineering Conference, Vol.2 (2008), p.115-119 (In Chinese)

Experimental Study on Reinforced Concrete Beam with Embed in Basalt FRP Bars Bairu Zhua, Yang Songb Institute of Civil Engineering and Transportation, Liaoning Technical University, Fuxin 123000, China azhbr2012@126.com, blgdsongyang@163.com Key words：Basalt FRP bars, Embed method, Fail in bending characteristic, Critical load, Rigidity Abstract.
Deng: China Civil Engineering Journal, Vol. 36 (2003), No.2, p.20.
Wang: China Ocean Engineering, Vol. 22(2008), No.3, p.455.
(In Chinese) [7] Hedong Niu, Zhishen Wu: Journal of Materials in Civil Engineering, Vol.18(2006), No.5, p.723.

Full-Field Displacement and Strain Measurement：Application of Digital Image Correlation to Reinforcement Corrosion Induced concrete fracture and Cover Cracking LI Qiang 1,2,a, YU Hongfa 1 and TongJing 2 1 Department of Civil Engineering，Nanjing University of Aeronautics and Astronautics，Nanjing 210016，P.R.
Journal of Materials in Civil Engineering,1992(4)：327-342. ] [[] Malumbela G, Alexander M, Moyo P.
Among them, Digital Image Correlation (DIC) which uses ordinary light rather than coherent laser light, a robust, non-contact and precise tool for measurements, has been widely used to examine the deformations of engineering materials, including concrete and related cement-based materials [[] David Corr a, Matteo Accardi b, Lori Graham-Brady.
Engineering Fracture Mechanics, 74 (2007) 109–121. ], strengthening of RC specimens with composite plates [[] M.
Civil Eng. 33 (11) (2006) 1418–1425. ] [[] Tahreer M.

,LTD, Jinan 250101, China ； 2School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, 221116, China, 3College of Civil Engineering, Southeast University, Nanjing 210096 ahaisuifeng@eyou.com, bemailcharlesgaohong@126.com, c zhu_share@tom.com, dstliang@seu.edu.cn, e sdjnjsl@sohu.com Key words: horizontal cross-rod；glass roof; hollow laminated tempered glass; MIDAS Abstract: The design of the glass skylight of the courtyard in an office building is introduced in the paper.
[2] The principal of analysis and design using MIDAS/Gen, MIDAS tecnology CO.LTD, Bejing; [3] Technical code for glass curtain wall engineering.
[S], China publishing house of civil engineering (2003).

Mechanical Properties of Single and Double-Layered PVA Nanofibers Pavel Tesárek1,2,a, Pavla Ryparová1,2,b, Zuzana Rácová2,c, Vlastimil Králík2,d, Jiří Němeček2,e, Alexander Kromka1,f and Václav Nežerka2,g 1Institute of Physics, Academy of Sciences of the Czech Republic, Cukrovarnická 10, 16200 Prague, Czech Republic 2Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, 166 27 Prague, Czech Republic atesarek@fsv.cvut.cz, bpavla.ryparova@fsv.cvut.cz, czuzana.racova@fsv.cvut.cz, dvlastimil.kralik@fsv.cvut.cz, ejiri.nemecek@fsv.cvut.cz, fkromka@fzu.cz, gvaclav.nezerka@fsv.cvut.cz Keywords: polymer nanofibers, mechanical properties, tensile strength, stiffness, PVA Abstract.
Experimental methods and investigated samples PVA based nanofibers were spun in the Center for Nanotechnology in Civil Engineering, at the Faculty of Civil Engineering, Czech Technical University (CTU) in Prague.
Bačáková, Nanofibrous poly(lactide-co-glycolide) membranes loaded with diamond nanoparticles as promising substrates for bone tissue engineering, International Journal of Nanomedicine 7 (2012) 1931-1951

Experimental Research of Foaming Concrete Performance with Different Ash calcium LI-hua GU 1,a, Yong-feng WANG 2, Jian-wei YUE 3 1.School of Civil engineering,He Nan University,kiafeng,China,475001 2.School of Civil engineering,He Nan University,kiafeng,China,475001 3.School of Civil engineering,He Nan University,kiafeng,China,475001 aGULIHUA888@126.COM Keywords: Foam concrete, Compressive strength, Thermal conductivity, Dry density Abstract.
Foam concrete is a non-load-bearing material, when used in engineering, it needs its compressive strength to withstand the weight and load, the ash calcium dosage can not be too low; thermal conductivity because of its use in thermal insulation system, ash calcium dosage should not be too high. 3) Specifically, an independent closed hole with relatively higher strength, the solid phase mechanical strength similar to a spherical cell structure and a uniform size and a smaller aperture is a favorable factor of improving the strength of foam concrete.

Influence of Fly Ash on Properties of Fresh and Hardened Cement Screed ZOBAL Ondřej1,2,a,∗, REITERMAN Pavel2,3,b, HOLČAPEK Ondřej2,3,c and PADEVĚT Pavel1,d 1CTU in Prague, Faculty of Civil Engineering, Department of Mechanics, Thákurova 7, 166 29 Prague 6, Czech Republic 2CTU in Prague, University Centre for Energy Efficient Buildings, Třinecká 1024, 273 43 Buštěhrad, Czech Republic 3CTU in Prague, Faculty of Civil Engineering, Experimental Centre, Thákurova 7, 166 29 Prague 6, Czech Republic aondrej.zobal@fsv.cvut.cz, bpavel.reiterman@fsv.cvut.cz, condrej.holcapek@fsv.cvut.cz, dpavel.padevet@fsv.cvut.cz Keywords: Fly Ash; Cement Screed; Consistence; Compressive Strength; Tensile Strength.
Acknowledgement This paper has been supported by the Faculty of Civil Engineering, Czech Technical University in Prague (TAČR project No.
Konvalinka, Fracture characteristics of refractory composites containing metakaolin and ceramic fibres Advances in mechanical engineering 7/3 (2015) 1-9