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Airport Taxiway Head-on Conflict Prediction and Avoidance in A-SMGCS Xin-ping ZHU1, a, Na LU2,b 1College of Air Traffic Management, Civil Aviation Flight University of China, Guanghan 618307, China 2College of Air Traffic Management, Civil Aviation Flight University of China, Guanghan 618307, China azhu408@163.com, bnalugogo@163.com Keywords: Airport; taxiway control; conflict prediction and avoidance; A-SMGCS; Petri net.
Advanced Surface Movement Guidance and Control System (A-SMGCS) is a system providing routing, guidance and surveillance for the movement of aircraft and vehicles on airport surface proposed by International Civil Aviation Organization (ICAO).
References [1] International Civil Aviation Organization, Advanced surface movement guidance and control systems (A-SMGCS) Manual, (2004)
[6] P C Roling, H G Visser, Optimal airport surface traffic planning using mixed-integer linear programming, International Journal of Aerospace Engineering, 2008, pp.1-11

Experiment Design on Concrete under Load Attacked by Acid Rain Jiangang Niu 1,a, Zhen Zhang 2,b, and Ditao Niu3,c 1,2 School of architecture and civil engineering, inner mongolia university of science & technology, Baotou 014010, P.R.
China 3 School of civil engineering, xi’an university of architecture and technology, xi’an 710055, P.R.

The Influence of Corrosion Types on the Deterioration of Shear Strength of Corroded RC Beams Zhao-Hui Lua, Zhi-Wu Yub School of Civil Engineering and Architecture, Central South University, 22 Shaoshannan Road, Changsha 410075, China agt2064@163.com, bzhwyu@mail.csu.edu.cn Key words: Corrosion types; Concrete beams; Shear strength; Deterioration.
Yu, in: Life-Cycle Civil Engineering, edited by F.

Structural Damage Identification Based on Hilbert-Huang Transform and Verification via Shaking Table Model Test HAN Jian-ping1, 2, a, QIAN Jiong3, b, Zheng Pei-juan1, c 1Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou, Gansu 730050, China 2Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, Gansu 730050, China 3Planning and Construction Bureau of Anji County, Anji, Zhejiang 313300, China ajphan@lut.cn, bqian-jiong@163.com, cpeijuanzheng1987@163.com Key words: Hilbert-Huang transform; damage identification; instantaneous frequency; instantaneous energy; Hilbert marginal spectrum; shaking table test Abstract.
Chen: Complete data of shaking table test on a 12-storey reinforced concrete frame model, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University (2004)

Darja Kubečková, Ph.D.1 VŠB-Technical University Ostrava, Faculty of Civil Engineering, Ostrava-Poruba, Czech Republic 1darja.kubeckova@vsb.cz Keywords: Buildings, residential housing, panel, facades, biotic, microorganism.
Acknowledgment This paper has been created thanks to support provided with respect to the project “Creation and internationalisation of top scientific teams and improvement of their excellence in the Faculty of Civil Engineering in the VSB-Technical University of Ostrava”, Operational Programme: Education for Competitiveness, CZ 1.07/2.300/20.0013 and from the funds of the Conceptual Development of Science, Research and Innovations for 2013 allocated to VSB-TU Ostrava by the Ministry of Education, Youth and Sports of the Czech Republic.“ References [1] ČSN 73 0540-2, Thermal Protection of Buildings-Part 2: Requirements, Prague, 2011+Z1 2012

An Overview of Roller Integrated Compaction Measurement Value Sun Haijun1,a , Lv Zongxi2,b 1 School of Civil Engineering , Central South University, Changsha, Hunan, China 2 School of Civil Engineering , Central South University, Changsha, Hunan, China 820053724@qq.com , ryanlzx001@gmail.com Keywords: soil properties, earthwork compaction,compaction meter value, vibration modulus ABSTRACT:This paper summarizes the roller integrated compaction measurement values for earthwork compaction during and after the last representative soil properties。

Experimental Research on Fireproofing Measure of Slabs Strengthened by Carbon Fiber Sheet Bonded with Inorganic Adhesive Fuxiong Wan Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming, China Keywords: an inorganic adhesive; RC slab; Carbon Fiber Sheet; fireproofing measure Abstract: Because of high temperature above 1000℃ on fire, and Oxidation of carbon fiber at high temperature, fireproofing measure should be make to take advantage of inorganic adhesive for slabs strengthened by carbon fiber sheet bonded with the adhesive.
China Civil Engineering Journal.2007,40(6):26~31,41

Usability of fly ashes from Czech Republic for sintered artificial aggregate Vit Cerny1,a, Sarka Keprdova 2,b 1,2Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveri 331/95, 602 00 Brno, Czech Republic acerny.v@fce.vutbr.cz, bkeprdova.s@fce.vutbr.cz Keywords: Artificial aggregate, Light weight aggregate, Fly ash, Bottom ash, FBC ash, Sintering, Clinkering Abstract.
Strength and durability of lightweight and normal weight concrete, Journal of Materials in Civil Engineering, 11, (1999) 231- 235

Analysis the structural parameters of multi-ring groove MRF damper affecting on the damping properties XUE Jianhai1, a Zhu Shixing2, b 1Aircraft Maintenance College, Civil Aviation College of Guangzhou, Guangzhou, 510470, China Office 302 of Aircraft Maintenance Engineering of Guangzhou Civil Aviation College,North workspace of Guangzhou Baiyun International Airport 2Civil Aviation university of China, Tianjin, 300300, china axuejianhai@caac.net, bzhushixing@sina.com Key words: MRF Damper, Structural parameters, Damping characteristics, Fitting accuracy Abstract Design of a new magnetorheological damper gap structure, combined with viscous lag model, analyzed the damper structural parameters, Design the damping devices with different sizes.
This will have a significant impact on engineering applications of MRF damper.

Numerical Analysis of Shear Lag Effect for Concrete Huge Section Box Grider Zhu Mingqiao1,a, Huo Haiqiang1,b and Wu Shaohui1,c 1 School of Civil Engineering, Hunan University of Science and Technology, Xiangtan 411201, P.R.China aemail: zmq2002@263, bemail: huohaiqiang2004@163.com , cemail: 470180697@qq.com Keywords: city bridge; huge section box grider; shear lag; numerical analysis.
Journal of Architecture and Civil Engineering,2010,27(3):85-88