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Fault diagnosis and fault tolerant control research of a flywheel energy storage system-a survey Liping YANG 1, a, Zhengyi REN 1, a, Lihong YANG 2,a and Wanqing TENG 1,a 1 Research Institute of Energy Storage Technology and Application, Harbin engineering university, Harbin 150001, China 2 College of Aerospace and Civil Engineering, Harbin engineering university，Harbin 150001, China ayanglipingylp@hrbeu.edu.cn Keywords: Flywheel Energy Storage System; Fault Diagnosis; Fault Tolerant Control Abstract.
Clifford: Control Engineering Practice, vol.12 (2004), p. 491-501
[9] M.Wang, S.Y.Qin: Proceedings of SPIE - The International Society for Optical Engineering (2008), p. 1-8

Research on Similar Material of Physical Model for Bai Jiabao Landslide Yunhua Yang1, a, Shengguo Cheng1,b 1 College of Civil Engineering and Architecture, Three Gorges University, Yichang, Hubei 443002，China ayangyunhua0993@126.com, b csg@ctgu.edu.cn, Keywords: similar material experimental design physical model experiment landslide Abstract.
Introduction The physical model test is a method that researches the rock media physical and mechanical properties and it is old, widely used and visually.Model test was always an important mean to solve the complex engineering topics, and has been widely used in the landslides and geotechnical engineering studies for a long time.
Journal of Hydroelectric Engineering. 2003.29(1):14-19.
Chinese Journal of Rock Mechanics and Engineering, 2005.6.24(12):2089-2095.

Stochastic Finite Element Analysis for Shrinkage and Creep of a Concrete Bridge Based on LHS Zhifang Lua, and Muyu Liub Hubei Key Laboratory of Roadway Bridge & Structure Engineering, Wuhan University of Technology, Wuhan 430070，China aluzff@163.com, b liumuyu@public.wh.hb.cn Keywords: concrete bridge, shrinkage and creep, LHS, stochastic finite element, uncertainty Abstract.
References [1] In Hwan Yang: Engineering Structures.
Vol. 29(2007), p.1366 [2] Zuanfeng Pan, Zhitao Lu, Zhao Liu, and et al: Engineering Mechanics.
Vol. 22(2006), p. 1(In Chinese) [4] Jian Wang, Zhi Fang: China Civil Engineering Journal.
Vol. 41(2008), p. 70(In Chinese) [5] JTG D62-2004, Code for design of highway reinforce concrete and prestressed concrete bridge and culverts (2004) (In Chinese) [6] Runping Ma, Jun Wei and Zongyu Gao: Journal of Railway Engineering Society.

Mechanical Properties of Large Scale Confined Concrete Jia Song 1,a, Zhenbao Li 1,b, and Yongping Xie1,c, Xiuli Du 1,d ,Yue Gao2,e 1Beijing University of Technology, Beijing 100124, China 2MCC Capital Engineering＆Research Incorporation Iimited, Beijing 100176, China agaoloushu@163.com, blizb@bjut.edu.cn, caxypa@163.com, dduxiuli@bjut.edu.cn, egaoyue@ceri.com.cn Key Words: Confined concrete, Confinement mechanism, large scale Abstract: An experimental study was made of the mechanical properties of large scale confined concrete subjected to the axial compression test.
Hence, further study on confined concrete has significant engineering value.
The test was carried out, under uninterrupted monotonic load, on a 40000KN mechanical press in the Engineering and Structure Laboratory at the Beijing University of Technology.
Abusiaf: size effect in axially loaded reinforced concrete columns, ASCE Journal of structural engineering, Vol.130 (2004), No.4, p.662
[7] DuXiuli, Fu Jia: The experimental study on size effect of the large-size reinforced concrete column under axial loading, China Civil Engineering Journal, Vol. 43(2010), No.1, p. 1.

Slope Protection With Vegetation For Waste Dump at Guangyue Road in Shanghai Yiwei XU College of Civil Engineering, Tongji University, Shanghai 200092, China yiweixuwei@gmail.com Key words:Waste Dump, Vegetation, Shallow Landslide, Slope Protection With Vegetation Abstract.The Waste Dump at Guangyue Road in Hongkou district locates in the center of Shanghai and became a success stories for it being transformed Waste Dump into a resort.
Slope protection with vegetation is currently the most advanced and valuable research in Geotechnical Engineering and Disaster Prevention and Reduction fields.
[5] Yang Yong-hong, Liu Shu-zhen, Wang Cheng-hua, Xiao Qing-hua,et al, A Study of Tensile Strength Tests of Arborous Species Root System in Forest Engineering Technique of Shallow Landslide[J].
[7] Li Shao-cai, Sun Hai-long, Yang Zhi-rong, et al.Interactional Mechanical Characteristics of Rock-Substrate-Root System[J].Chinese Journal of Rock Mechanics and Engineering. 2005, 24(12): 2074-2081
[10] MuallaYalÇınkaya and TemelBayrak.Dynamic Model for Monitoring Landslides with Emphasison Underground Water in Trabzon Province, Northeastern Turkey.Journal of surveying engineering [J]. 2003, 129(3):115-124

Compaction Characteristic of Lime Modified Expansive Soil Zhengrong Zhao1, a, Lei Wang2 and Hongxia Yang1,b 1Department of Civil Engineering, Shandong Jiaotong University, Jinan, Shandong, 250023, China 2Jinan Highway Bureau, Jinan, Shandong, 250011, China azhaozhengrong0531@163.com, byanghongxia0531@163.com Keywords: Lime modification, Expansive soil, Compaction curve, Moisture content, Dry density.
According to “Test Methods of Soils Highway Engineering ” [3], the basic physical indices of soil sample are shown in Table 1.
[3] Test Methods of Soils Highway Engineering (JTG E40-2007).
Central South Highway Engineering, 2006, 31 (3), pp. 78-80.
[10] Bin Shi,Shengiin Li.Journal of Geotechnical Engineering,1988,10(6),pp. 80-87.

The test of Dynamic Characteristics of Concrete under Biaxial Compression State JinSheng Lei1,2,a, Fei Liu1,b, Gang Peng1, c, Min Lei1,d 1College of Civil Engineering & Architecture, China Three Gorges University, Yichang 443002； 2College of Engineering, China University of Geosciences, Wuhan, Hubei 430073 alei-jinsheng@163.com; b854471345@qq.com; c13972604433@126.com; d562146038@qq.com; Keywords: Concrete; Biaxial compression; Strain rate; Dynamic characteristics; Peak strain Abstract.
China Engineering Science, 2007, 9 (6): 64-70
Engineering Mechanics, 2004, (02): 173-177
Hydraulic Engineering, 1997, (07): 73-78.

Application of Statistical Taguchi Method to Optimize Main Elements in the Residential Buildings in Malaysia Based Energy Consumption Seyed Mojib Zahraee1, a*, Milad Hatami1, b, Ali Asghar Bavafa 2, c, Kambiz Ghafourian3, d, Jafri Mohd Rohani 1, e 1 Faculty of Mechanical Engineering, Universiti Teknologi Malaysia, Skudai, Malaysia 2Faculty of Civil Engineering, Universiti Teknologi Malaysia, Skudai, Malaysia 3Razak School of Engineering and Advanced Technology, Universiti Teknologi Malaysia, Kuala Lumpur, Malaysia * as_mojib_Zahraee@yahoo.com, bhatamimilad@gmail.com, csoashyant.band@yahoo.com , dkambiz1360@yahoo.com, eJafri@fkm.utm.my Keywords: Energy Consumption, Residential Building, Taguchi Method, BIM Application, Energy Efficiency Abstract.
Antony, Some Key Things Industrial Engineers Should Know about Experimental Design, Logistic Information Management,1998, Vol.11, No.6, pp. 386-92
Antony, “Teaching the Taguchi Method to Industrial Engineers” Work Study,( 2001) Vol. 50, No. 4, pp. 141 – 149.

Blended cement containing high volume ground dune sand and ground granulated blast furnace slag for autoclave concrete industry Omer Abdalla Alawad1,2,a, Abdulrahman Alhozaimy2,b, Mohd Saleh Jaafar1,c, Farah Noor Abdul Aziz1,d and Abdulaziz AL-Negheimish2,e 1Civil Engineering Department, Faculty of Engineering, Universiti Putra Malaysia, Malaysia 2Civil Engineering Department and Center of Excellence for Concrete Research and Testing, College of Engineering, King Saud University, Saudi Arabia aomeralawad125@yahoo.com, balhozimy@ksu.edu.sa, cmsj@upm.edu.my, dfarah@upm.edu.my enegaimsh@ksu.edu.sa Keywords: Ground Dune sand; slag; autoclave curing; microstructure analysis; SEM; XRD Abstract.
Noorzaei, Journal of Civil Engineering and Management Vol. 20 (2014), p. 32 [10] P.E.

Effect of Rice Husk Ash (RHA) on Physical Property and Mechanical Strength of Concrete Maisarah Ali1, a, Mohd Syafiq Fadzil1, b and Siti Asmahani Saad2, c 1Manufacturing and Material Engineering, Department, International Islamic University Malaysia, P.O.
Box 10, 50728, Kuala Lumpur 2Civil Engineering Department, University of Technology Petronas, Bandar Seri Iskandar, 31750, Tronoh, Perak, Malaysia amaisarah@iium.edu.my, bmsyafiq.fadzil@gmail.com, casmahani.saad@gmail.com, Keywords: Rice Husk Ash (RHA), ordinary Portland cement, compressive strength and cement replacement material (CRM).
Acknowledgements The authors would like to thank the Kulliyyah of Engineering for financing the research and the technicians in Kulliyyah of Engineering and Kulliyyah of Architecture and Environmental Design, IIUM for their assistance throughout this research.
Kalurkar:, International Journal of Civil Engineering and Technology, Vol.4 (2013), p. 240-245