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(2) Build underground warm gallery system as the principal centre of winter walking system Plan to build new underground civil air defense engineering along Shangzhi Street and it will connect nine west road and thirteen west road civil air defense engineering, connect Rail transit Line 2 and Line 3 on line interchange station(Zhao Lin Park Station) and connect Ha100 Shopping Plaza.
Plan to build new underground civil air defense engineering along Youyi Street (Tongjiang Street-Shangzhi Street) and it will connect Fanghong tower square, central avenue business district, Ha100 and so on.
Plan to build new underground civil air defense engineering along Toulong Street (Maimai Street-Shangzhi Street) and it will connect Shangzhi Street, Rock Street, Maimai Street and Zhaolin Street civil air defense engineering.
[2] Wang Yuna; Application of Human Basis Slow Traffic in Municipal Construction[J];Urban Roads Bridges & Flood Control;2010-10 [3] LI Feng-qing HUANG Huang; China's Future Aged Society and Related Planning Strategies[J];Modern Urban Research;2010-07 [4] XIA Tian(School of Traffic and Transportation, Beijing Jiaotong University, Beijing 100044,China);Strategies for Designing Urban Slow Traffic System[J];Journal of Transport Information and Safety;2010-05 [5] WANG Zhao-fei,LI Xiao-hua, SHAO Xiao-dong, GENG Juan (College of Civil Engineering, XI'AN University of Architecture and Technology, Xi'an 710055, China);Research on the Planning Strategy of Slow Traffic System in Big Cities[J];Logistics Engineering and Management;2009-06 [6] YUN Mei-ping1,YANG Xiao-guang1,LI Sheng2(1.School of Traffic and Transportation Engineering, Tongji University, Shanghai 201804,China;2.Laboratory of "City, Mobility, Transport", The National Ecole of Route and Bridge, Paris 77455,France);A Brief Review
:Institute of Transportation Engineers.August 1999

Devulcanised rubber produced by mechano-chemical treatment from end-of-life tyres is considered as a raw material for manufacturing of composite materials for remediation of oil spills and for civil engineering applications.
Classified DCR will be used as a component of composite materials for oil spill remediation [7] and for design of composite materials for civil engineering applications.

Compressive Strength and Workability of Cement Mortar Containing Recycled Asphalt Pavement Jirayut Suebsuk1,a* and Panupong Panpipat1,b 1Department of Civil Engineering, Faculty of Engineering and Architecture, Rajamangala University of Technology Isan, Thailand ajirayut.su@rmuti.ac.th, barm.panpipat@gmail.com Keywords: Compressive strength, Flow workability, Cement mortar, Recycled asphalt pavement Abstract.
The findings from this research will promote the mix design approach of CM containing RAP as a fine aggregate replacement, for moving toward increased applications of recycled materials in a sustainable manner in civil engineering construction.
A good way to dispose of excess RAP in civil engineering applications is to reuse it in concrete pavement.
Previous research studied the engineering properties and feasibility of using RAP as fine and coarse aggregates replacement in concrete applications, including concrete slab for pavement [7].

Study on the Ultimate Pullout Force of Prestressed Cable Based on Triple Shear Unified Yield Criterion Xiaoyan Luo1, a, Weiping Liu2,b 1 School of Civil Engineering and Architecture, Jiangxi Science & Technology Normal University, Nanchang, 330013, China 2 School of Civil Engineering and Architecture, Nanchang University, Nanchang, 330031, China aluoxiaoyan2@126.com, bwpliu@126.com Corresponding author: Weiping Liu, email:wpliu@126.com Keywords: Prestressed cable; Triple shear unified yield criterion; Ultimate pullout force Abstract.
Introduction The prestressed cable have been widely used for rock reinforcement in civil and mining engineering for a long time.
The grouting pressure should reasonably choose in the practical engineering design.
[2] Siming He, Chenghua Wang: Chinese Journal of Rock Mechanisms Engineering Vol.23(2004),p.2966-2971, in Chinese
[3] Haibin Wang, Bo Gao: Chinese Journal of Rock Mechanics and Engineering Vol.24(2005),p.2113-2118, in Chinese

FEM Analysis on the Fatigue Properties of Reinforced Concrete Beams Strengthened with CFRP Yu Wang 1, a, Yanni Shen 2, b, and Jun Ma 3, c 1 College of Civil Engineering, Shenyang Jianzhu University, Shenyang, 110168, China P.R. 2China Northeast Architectural Design and Research Institute, Shenyang, 110006, China P.R. 3 Architectural Design and Research Institute, Shenyang Jianzhu University, Shenyang, 110168, China P.R.
Introduction Civil infrastructural systems deteriorate during their service life due to factors such as ageing of materials, excessive use, overloading, environmental conditions and deficient maintenance.
Civil infrastructural systems deteriorate during their service life due to factors such as ageing of materials, excessive use, overloading, environmental conditions and deficient maintenance.
Proceedings of the International Conference on FRP Composites in Civil Engineering, Hong Kong.
Engineering Mechanics, 2008,25 (8) : 200-204

Andreev1, a* 1Moscow State University of Civil Engineering, 26 Jaroslavskojeshosse, Moscow, 129337, Russian Federation, aasv@mgsu.ru Keywords: Theory of elasticity, Inhomogeneity, Fourier series, Numerical-analytical method Abstract.
Civil Struct.
Civil Struct.
Andreev, Optimization of thick-walled shells based on solutions of inverse problems of the elastic theory for inhomogeneous bodies, Computer Aided Optimum Design in Engineering XII, WIT Press, (2012) 189-201
Civil Struct.

The work presented here has been performed as part of the MSD evaluation for large civil aircraft structure funded by china large civil aircraft project, where the MSD initiation of panels with one row of five open holes were tested under typical stress ratio and constant amplitude loading and the tensile residual strength tests were conducted for three given cracking distribution patterns.
Advances in Engineering Software. 40 (2009) 253–259 [5] R.
Engineering Fracture Mechanics. 70 (2003) 525–545 [8] Roberto Galatolo, Karl-Fredrik Nilsson.
Engineering Fracture Mechanics 68(2001) 1437-1467 [9] Wang Zhizhi, Chen Li, Nie Xuezhou.
Engineering Fracture Mechanics, 1997, 57(6): 7012713.

Learning from Case Studies: Timber Tower of Gospić Cathedral and traditional timber church Mislav Stepinac1,a, Vlatka Rajčić1,b and Dean Čizmar1,c 1 Faculty of Civil Engineering, University of Zagreb, Kačićeva 26, Zagreb, Croatia amstepinac@grad.hr, bvrajcic@grad.hr, cdcizmar@grad.hr Keywords: timber church, timber tower, wood shrinkage, biological deterioration, in situ evaluation and repair, structural analysis, instability Abstract.
There have been noticeable changes in geometry and engineering solutions were very poor.
Employees of the Faculty of Civil Engineering, University of Zagreb examined the situation and made a structural analysis of the existing condition of the structure.
Stepinac, Static design and strengthening of the Virgin Marry Cathedral structure, Faculty of Civil Engineering, Zagreb, 2008
Stepinac, Report: current state of structure of the Chapel in Lijevi Štefanki, Faculty of Civil Engineering, Zagreb, 2013

Maintenance and repair management and optimization of aircraft base on working hour standard Chen Bin International Flight Academy，Civil Aviation University of China，Tianjin 300300，China bchen@cauc.edu.cn Keywords: Aircraft scheduled maintenance；production management of scheduled maintenance；Man-hour Standards；Datebase；Data Warehouse.
Introduction With the rapid development of civil aviation transportation industry in China, the rapid expansion of fleet size in airlines and the increased requirements for repair ,aviation maintenance has become the focus of attention .
In order to improve efficiency, reduce cost, increase competitiveness ,repair industry update their own management system with substantial investment .The scheduled maintenance subsystem of Boeing maintenance engineering management system includes overhaul production prediction based on work hour management , off production plan ,production planning control and overhaul process control functional modules .
Acknowledgements This work was financially supported by The jointly funded projects of National Natural Science Foundation Committee and Civil Aviation Administration of China( U1333111), Fundamental Research Project of Central Universities (ZXB2011A003) and Aircraft Maintenance and Research Base of Civil Aviation Administration.
Routes to failure: Analysis of 41 civil aviation accidents from the Republic of China using the human factors analysis and classification system[J].

Analysis of a transmission tower structure with dynamic elastic-plastic time history method Zhonggen Xu1, a,Kang Qin2,b and Changgen Deng3,c 1Department of Civil Engineering, Guangzhou University, Guangzhou 510006,China; 2Department of Civil Engineering, Guangzhou University, Guangzhou 510006,China; 3Department of Civil Engineering, Tongji University, Shanghai 200092,China axuzhonggen@263.net,bqinxiaokang_123@163.com , cdengcg@tongji.edu.cn Keywords: Analysis of Dynamic elastic-plastic time history, Transmission tower, P-DETA effect, Time history curve Abstract: The idea, procedures and equation of dynamic of analysis of an actual power transmission tower system by dynamic elastic-plastic time history were introduced.
Dynamic elastic-plastic time history analysis of a transmission tower 3.1 An engineering example Fig.1.
Journal of civil engineering, 2000, and practices: 33 to 37.