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Optimization Design of Input Location Parameters of Scissor Lift Mechanism ZHANG Wei1, 2, a, YAN Chao3, b 1Airport College, Civil Aviation University of China, Tianjin 300300, China 2Research Base of Ground Support Equipment, CAUC, Tianjin 300300, China 3Aeronautical Automation College, CAUC, Tianjin 300300, China adrwadecheung@gmail.com, byc123926@163.com Keywords: Scissor Lift Mechanism; Stress Model; Location Parameter; Optimization Design Abstract: A method of optimization design of input location parameters is proposed to analyze this problem that stress suffered by arms is big in the lifting process of Scissor Lift Mechanism.
Acknowledgement This work is supported by National Natural Science Foundation of China and Civil Aviation Administration of China jointly funded project (Grant # U1233106).
Research Status of Lifting Mechanism o Lifting Platform[J], MECHANICAL ENGINEERING & AUTOMATION, 2013, 2: 205-207 [3] LI Hui-rong.
Application of Scissor Type Hydraulic Elevating in Thick Foil Longitudinal Shear Machines [J], MECHANICAL ENGINEERING & AUTOMATION, 2012, 5: 164-165 [4] Shaban Almouahed, Chafiaa Hamitouche, Eric Stindel, Christian Roux.

POSSIBILITIES OF NANOPARTICLE APPLICATION IN CONCRETE TECHNOLOGY Rudolf HELA 1, a *, Martin LABAJ 2, b 1Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Parts, Veveří 331/95, 602 00 Brno 2Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Parts, Veveří 331/95, 602 00 Brno ahela.r@fce.vutbr.cz, blabajm1@study.fce.vutbr.cz Keywords: nanotechnology, cement, concrete, dispersion, carbon nanotubes, ultrasonication Abstract In the SI unit system the prefix nano means one billionth, therefore 10-9.

Protection and Utilization of the Ancient Building: Link in History and Future Wei Mo1, a, Yabing Cai 2,b 1Jilin institute of architecture and civil engineering, Changchun, China 2Jilin institute of architecture and civil engineering, Changchun, China a 81915413@qq.com, b 125378020@qq.com Keywords: Ancient building, Protection, Utilization, Use, Expansion.

Detection and Characterization of Fatigue Induced Damage Using Electromechanical Impedance Technique Chee Kiong Soh 1,a and Yee Yan Lim 2,b 1 N1-01a-26, Civil and Environmental Engineering, Nanyang Technological University. 2 N1-b4b-04, Civil and Environmental Engineering, Nanyang Technological University a csohck@ntu.edu.sg, b limy0134@ntu.edu.sg Keywords: EMI technique, PZT patch, smart material, fatigue load and crack Abstract.

Case Study for Bolted T-stub Connection Design Jong Wan Hu 1,a, Hee Myung Jang 2,b 1Assistant Professor, Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Republic of Korea (Corresponding Author) 2Masters Course, Department of Civil and Environmental Engineering, University of Incheon, Incheon 406-840, Republic of Korea a jongp24@incheon.ac.kr, b bombshel@naver.com Keyword: T-stub Connections, Bolts, Load and Resistance Factored Design (LRFD), Components.

Preparation, characterization and catalytic formaldehyde oxidation at room temperature of MnOx Li-li Fenga, Xiao Hanb, Hai-bo Wangc Beijing Climate Change Response Research and Education Center, Key Laboratory of Urban Stormwater System and Water Environment (Ministry of Education), Beijing University of Civil Engineering and Architecture, Beijing, 100044, P.
Acknowledgements The authors acknowledge the National Natural Science Foundation of China (No. 51206009) and Scientific Research Foundation of Beijing University of Civil Engineering and Architecture (No. 101101102).

Monitoring of Self Compacting Concrete Characteristics Development KŘÍŽOVÁ Klára1,a *, NOVOSAD Petr1,b and ORSÁKOVÁ Denisa1,c 1Brno University of Technology, Faculty of Civil Engineering, Department of Technology of Building Materials and Components, Veveri 331/95, 602 00 Brno, Czech Republic akrizova.k@fce.vutbr.cz, bnovosad.p@fce.vutbr.cz, corsakova.d@fce.vutbr.cz Keywords: Self Compacting Concrete; aggregate; compressive strength; modulus of elasticity.
[3] EN 1992-1-1 EuroCode 2: Designing of Concrete Structures – Part 1-1: General Regulations for Civil Engineering

Mechanical Properties of Cement Composites with Alternative Binders ŠEPS Karel1, a *, BROUKALOVÁ Iva2,b 1 Faculty of Civil Engineering, CTU in Prague, Thákurova 7, 166 29 Prague 6, Czech Republic 2 Faculty of Civil Engineering, CTU in Prague, Thákurova 7, 166 29 Prague 6, Czech Republic akarel.seps@fsv.cvut.cz, biva.broukalova@fsv.cvut.cz Keywords: recycled materials, substitute binder, micro-ground recyclate, fly ash, mechanical properties Abstract.

Performance Test of Swage Anchorage According to the Insert of CFRP Tendon KEUM Moon Seoung1, a, KANG Jae Yoon1, b, PARK Jong Sup1, c, JUNG Woo Tai1, d * 1Korea Institute of Civil Engineering and Building Technology, Goyang, Gyeonggi 10223, South Korea amoonseoung@kict.re.kr, bjykang@kict.re.kr, cjspark@kict.re.kr, dwoody@kict.re.kr Keywords: Carbon Fiber Reinforced Polymer (CFRP) Tendon, Swage Anchorage, Tensile Test, Insert, Post-tension.
Acknowledgements This research was supported by a grant from a Strategic Research Project funded by the Korea Institute of Civil engineering and Building Technology.

Graphic And Architectural Design In The Digitized Era Min Wu 1, a, Jiantao Liang 2,b 1 Academy of Civil Engineering and Architecture, Nanchang University, P.R.CHINA 1 Design & Research Institute of Nanchang University, P.R.CHINA 2 Academy of Civil Engineering and Architecture, Nanchang University, P.R.CHINA a email: okee_wm@126.com, b email:ljt124@163.com Keywords: Diagram, Architectural design, Parametric design, Development Abstract.