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Study on Influencing Factors of Tooth Forming Quality for Gear Shaft with Cross Wedge Rolling Meizhen JIN1,a, Junhao Li2,b, Fuqiang Ying2,c 1College of Architecture and Civil Engineering, Zhejiang Guangsha College of Applied Construction Technology, Dongyang 322100, China 2Key Laboratory of E&M (Zhejiang University of Technology), Ministry of Education & Zhejiang Province, Hangzhou, 310014, China a103691890@qq.com, bjunhaoli2006@sina.com,cmotor@zjut.edu.cn Keywords: Cross wedge rolling; Forming; Gear shaft; Deform Abstract.
Hu: The Chinese Mechanical Engineering, Vol. 20 (2009), No. 11, pp. 1365-1368.

Szeto, Time-dependent discrete network design frameworks considering land use, Computer-Aided Civil and Infrastructure Engineering. 25(2010)411-426
Cao, Network design problem with construction costs uncertainty, Journal of Transportation System Engineering and Information Technology. 13(2003) 34-54

An Effective Approach for Fine-grained RBAC Model based on AOP LIU Jia and JIANG Feng School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian PR China summus@mail.dlut.edu.cn, jiangfen@dlut.edu.cn Keywords: RBAC; AOP; Struts2; interceptor Abstract. we propose an effective approach for fine-grained RBAC model by using AOP.
Williams: eighth International Conference on Model Driven Engineering Languages and Systems.

Research on Multi-Hazard Risk Management Framework for Coastal City Chunyan Zhao1, a *, Yinbang Wang2,b, Qimin Feng2,c , Mingqiong Liu1,d 1 Engineering College, Ocean University of China, Qingdao, Shandong, China 2 Civil Engineering, Ocean University of China, Qingdao, Shandong, China aolive_zcy@163.com, bwangyb@ouc.edu.cn, cfqmghy@sina.com, dlmq_qd@163.com Keywords: multi-hazard, risk management, coastal city, typhoon, earthquake, GIS Abstract.Coastal cities have to face many kinds of natural hazards, which always interact with each other, leading to many losses.

Ministry of public security document 65 (Male away [2011] No. 65) ruled specifically that civil building external insulation materials must use the combustion performance for A level in 2003.
Especially its super light weight and high efficiency heat preservation make expanded perlite be widely applied in building engineering [1].
Thanks to College of Chemistry and Molecular Engineering of Beijing University for giving support to test the thermal conductivity of expanded perlite materials.

Effect of boron carbide addition on the strength and physical properties of concrete Fatin Nabilah Tajul Ariffin1,a, Roszilah Hamid2,b, Yusof Abdullah3,c, Sahrim Haji Ahmad1,d and Yusri Helmi Muhammad1,e 1School of Applied Physics, Faculty of Science and Technology, Universiti Kebangsaan Malaysia, 43600 UKM, Bangi, Selangor, Malaysia. 2Department of Civil and Structural Engineering, Faculty of Engineering and Built Environment, Universiti Kebangsaan Malaysia, 43600 UKM, Bangi, Selangor, Malaysia. 3Malaysian Nuclear Agency, Bangi, 43000 Kajang, Selangor, Malaysia.

Energy dissipation research of frame and isolation structure under rare earthquake Zhang Fu1,a, Wen Pan2,b, Qiang-qiang Zhang3,c, Lei Pan4,d 1School of Civil Engineering, Kunming University of Science and Technology, Kunming, Yunnan, China 2Yunnan Engineering Earthquake Research Institution, Kunming University of Science and Technology, Kunming, Yunnan, China a785233818@qq.com，bpanwen@vip.sina.com，c154430994@qq.com Keywords: Isolation structure; Horizontal seismic decrease coefficient; Energy dissipation Abstract: This paper base on analysis of upper structure by SATWE and the effect of Isolation structure under the different horizontal seismic decrease coefficient by ETABS, and using PERFORM-3D on the macro to consider the energy dissipation of all the structure.

.: Investigation of the effect of impact loading on concrete beams, The Structural Engineer, 60B (3), pp.45-52, 1982
[3] Japan Society of Civil Engineers (JSCE) (2002). “ Standard Specifications for Concrete Structures 2002”, Structual Performance Verification (in Japanese) Table 1 Test case detail Designation Shear span ratio Shear reinforcement ratio pw[%] Loading rate [m/s] Designation Shear span ratio Shear reinforcement ratio pw[%] Loading rate [m/s] RC1S0S 1.90 0 4.0×10-4 RC3S0S 3.33 0 4.0×10-4 RC1S0L 4.0×10-2 RC3S0L 4.0×10-2 RC1S0M 4.0×10-1 RC3S0M 4.0×10-1 RC1S0H 2.0×100 RC3S0H 2.0×100 RC1S42S 0.42 4.0×10-4 RC3S42S 0.12 4.0×10-4 RC1S42L 4.0×10-2 RC3S42L 4.0×10-2 RC1S42M 4.0×10-1 RC3S42M 4.0×10-1 RC1S42H 2.0×100 RC3S42H 2.0×100 RC1S84S 0.84 4.0×10-4 RC3S84S 0.60 4.0×10-4 RC1S84L 4.0×10-2 RC3S84L 4.0×10-2 RC1S84M 4.0×10-1 RC3S84M 4.0×10-1 RC1S84H 2.0×100 RC3S84H 2.0×100 RC1 S Shear span - to - depth ratio RC 1 = 1 . 90 % RC 3 = 3 . 33 % Shear reinforcement ratio S 0 = 0 % S 12 = 0 . 12 % S 42 =

The Longitudinal Seismic Analysis of Single-story and Single-span Gabled Frame Structures Hongdong Ran 1, a, Le Chen1, b , Yunmei Ma2, c 1 School of Civil Engineering, Xi'an University of architecture and technology, Xi'an 710055, china 2 China Northwest Architecture Design and Research Institute Co.
(in Chinese) [5] China Association for Engineering Construction Standardization, Technical Specification for Steel Structure of Light-weight Building with Gabled Frames (CECS102:2002) (China Planning Press, Beijing 2003).

Application of Adaptive Network-based Fuzzy Inference System (ANFIS) for River Stage Prediction in a Tropical Catchment Nadeem Nawaz 1, a, Sobri Harun 1,b and Amin Talei 2,c 1Department of Hydraulics and Hydrology, Faculty of Civil Engineering, Universiti Teknologi Malaysia, Skudai, Johor Bahru, Malaysia 2School of Engineering, Monash University Malaysia, Bandar Sunway, Selangor Darul Ehsan, Malaysia.