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Gajalakshmi3, c 1PG Scholar, Department of Civil Engineering, B.S.
Gupta – “Effect of bottom ash as replacement of fine aggregates in concrete”, Asian journal of civil engineering (building and housing) Vol. 8, no. 1 (2007) Pages 49-62
Bhattacharjee, “Half-cell potential as an indicator of chloride-induced rebar corrosion initiation in RC,” Journal of Materials in Civil Engineering, vol. 21, no. 10, pp. 543– 552, 2009.

Preparation and Study of a Type of Magneto-Rheological Materials Used in Vibration Control of Space Grid Structure YU Guojun1, a*, WEN Xixi1, b, LIU Yu2, c, SU Bo2, d 1Faculty of Civil Engineering and Mechanics, University of Jiangsu, Zhenjiang, Jiangsu 212013, China 2Jiangsu Zhongsen Architectural Design Co.
MR dampers using civil engineering structure control have large stress amplitude and sudden change [4].
The SDMR damper, as shown in Fig. 4, is a new fundamental mode of intelligent damper used in civil engineering structures for antivibration with damping force decoupling characteristics [12].

The Investigation on Residential Requirement for the Aged Based on Taking Care at Home Jian Qian1, a, Yufeng Feng2,b and Jun Zhou3,c 1 School of Civil Engineering and Architecture, Zhejiang University of Science and Technology, Hangzhou, Zhejiang, 310000, China 2 School of Civil Engineering and Architecture, Zhejiang University of Science and Technology, Hangzhou, Zhejiang, 310000, China 3College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou, Zhejiang, 310000, China a6345066@qq.com, b709447282@qq.com, czjandarc@163.com Keywords: family caring mode; residential requirement; residential community; planning means Abstract.

Safety Accident Analysis and Risk Control in Subsea Tunneling Zhang Chengping1, a, Li Limin2, b, Song Haoran1, c, Zhang Dingli1, d 1Tunnel and Underground Engineering Research Center of Ministry of Education, Beijing Jiaotong University, Beijing 100044, China 2School of Civil Engineering, Hunan City University, Hunan, Yiyang, 413000, China azcpmail@foxmail.com, bli-li-min@126.com, c09115297@bjtu.edu.cn, dzhang-dingli@263.net Keywords: Safety accident; risk control; subsea tunneling; risk mechanism Abstract.
Journal of Architecture and Civil Engineering, 2005, 22(4): 1-4
Chinese Journal of Underground Space and Engineering, 2007, 3(7)
Railway Engineering, 2001(3): 6-9
Chinese Journal of Underground Space and Engineering, 2006, 2(1)

Review of design methods of the ultimate side shear and base resistance for rock-socketed pile Guoliang Dai1,a Abdellatif Boucheloukh2,b Weiming Gong3,c 1Key Laboratory for RC and PRC Structures of Education Ministry Southeast University, Nanjing, China 210096 2School of Civil Engineering, Southeast University, Nanjing, China 210096 3Key Laboratory for RC and PRC Structures of Education Ministry Southeast University, Nanjing, China 210096 adaigl@seu.edu.cn, ba.boucheloukh@yahoo.fr, cwmgong@seu.edu.cn Keywords: piles socketed into rock, side shear resistance, base resistance, unconfined compressive strength of rock.
In Proceedings of the American Society of Civil Engineers Annual Convention, Atlanta, 1979, 182-214
In Proceedings of Sydney Group of Australian Geomechanics Society, Institute of Engineers, Australia, 1977 [Taken from Poulos Davis, 1980] [15] Rowe R.
Engineering in Rock Masses, ed.
Canadian Foundation Engineering Manual [M]. 2nd Ed., Vancouver, British Columbia, Canada

Optimization system design for steel structure based on advanced complex method Jiejiang Zhu1,a, Yinrui Zheng 1,2,b, Ming Gong2,c, Ying Wang1,d 1Department of Civil Engineering, Shanghai University, Shanghai 200072, China 2Shanghai Tonglei Civil Engineering Technology Company, Shanghai 200433, China azhujjt@126.com, bcaitong1117@126.com, calf.gong@263.net, dshucs2006@126.com Keywords: Optimization system, Steel structure, Advanced complex method, Discrete variable, Optimization group.
Each variable is changed by specified step in order to make the result easier to be used in practical engineering.
Engineering Mechanics vol. 27(Sup II)(2010), p.272(In Chinese)
Journal of Railway Engineering Society vol. 129(6) (2009), p.98(In Chinese) [5] Chaojiang Fu: Optimum design of space truss structure using neural networks.
Journal 　of 　Hebei 　University 　of 　Engineering (Natural Science Edition) vol. 28(2)(2011), p.71(In Chinese)

Analysis on the energy dissipation of the composite isolated structure under the near-field multi pulse ground motion Hui Li1, a, Di Liu2, a, Yongfeng Du3, a 1 Western Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou, 730050, China 2 Lanzhou Univ. of Tech.
Institute of Earthquake Protection and Disaster Mitigation, Lanzhou. 730050, China 3 Western Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou, 730050,China alutliudi@qq.com Keywords: near-field multi pulse ground motion, composite isolated structure, viscous damper Abstract.
Efficiency of Base Isolation System in Structural Seismic Protection and Energetic Assessment [J].Earthquake Engineering and Structural Dynamics,2003,32 (11) : 150521531
Seismic response of base-isolated structure subjected to near-fault pulse-like ground mot ions [J].Earthquake Engineering and Engineering Vibration, 2005, 25(2): 119-124 (in Chinese)
Response of buildings to near- field pulse-like ground motions [J].Earthquake Engineering and Structural Dynamics 1999, 28:1309~ 1326

Chang2,c 1 Department of Construction Engineering, Chaoyang University of Technology, Taichung, 413, Taiwan. 2 Department f Civil Engineering, National Chung-Hsing University, Taichung, 402, Taiwan.
Bridge: Concrete-Filled Steel Tubular Columns (Civil Engineering Transactions Institution of Engineers Publications, Australia 1976) [4] H.
Zeghiche: Journal of the Institution of Structural Engineers Vol.67 (1989), p. 346 [5] M.A.
Shahrooz: submitted to Journal of Structural Engineering, Vol. 125 (1999), p. 1213 [8] I.M.
Viest: Engineering Journal Vol. 4 (2003), p.181 [9] L.H.

NUMERICAL ANALYSIS OF COMPOSITE SOIL NAILING RETAINING WALL UNDER EARTHQUAKE Tianzhong MA 1,2, Yanpeng ZHU 1,2 and Deju Meng1,2 1Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province,Lanzhou University of Technology, Lanzhou 730050, China; 2Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou, 730050 PR China Keywords: Composite soil nailing; slope; earthquake action; dynamical response; Abstract：The seismic response of slope supported by composite soil nailing is analyzed by using finite element software ADNIA, in which the EL-Centro wave is selected as input earthquake wave.The analytical contents include the displacement and acceleration of supporting slope, as well as the time history responses of the axial forces of anchors.
Major analyzes the seismic response of slope displacement peak, peak acceleration and bolt after the input seismic wave ,can be used as a reference for engineering design in future.
To truthfully express engineering problems, you have to use some non-linear form.
Peak displacement of the engineering examples is at the height of 7.2m, displacement peak 11.5cm.
，On the Generalized Stress-Strain Behavior of Wet Clay, Engineering Plastisity, ed.Heyman L and Leckie F.

Journal of Structural Engineering, 1997, 123(12): 148-149
Journal of Structural Engineering, 2004, 130(3): 480-488
Journal of Structural Engineering, 2004, 130(2): 285-296
China Civil Engineering Journal (submitted).
China Civil Engineering Journal (submitted).