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Theoretical study on cable’s vibration control by single TMD Liang Dong1,2,a and Song Jixiang1,b 1Dept. of Civil Engineering, Hebei Univ. of Technology, Tianjin 300130, China 2Civil Engineering Technology Research Center of Hebei Province, Tianjin, 300401, China aldhebut@gmail.com, b798071923@qq.com Keywords: stay cable, vibration mitigation, tuned mass damper (TMD), modal damping ratio, complex modal analysis.
Journal of Engineering Mechanics. 131 (2005) 340-348
Engineering and Mechanics. 34 (2010) 611-623
Structural Engineering and Mechanics. 32 (2009) 741-754.

Comparison of one-way shearing test between coarse-grained soils and reinforced earth Guodong Deng1,a, Jiasheng Zhang1,b, Xiong Shi1,c, Fei Meng1,d, Liangliang Song2,eand Xianfa Cao1,f 1School of Civil Engineering, Central South University, Changsha 410075, China 2China Railway Eryuan Kunming Survey Design Research Institute Co., Ltd, Kunming 650200, China acsudgd@163.com, bjszhang_csu@vip.163.com, cshixiong126@126.com, dmengfei90@163.com, e csutmxb@163.com, fcaoxianfa@126.com Keywords: One-way shearing test.
Journal of Geotechnical Engineering, ASCE(1994), 120(4): 661-677
Journal of Geotechnical Engineering, ASCE(1995), 121(10): 723-728
Journal of Geotechnical Engineering, ASCE(1995), 121(6): 476-485
Mohamed sathak Engineering.

The research to “adapt to the disasters” in the traditional architecture and town Yunli Gu School of Civil Engineering and Achitecture Southwest University of Science and Technology Mianyang, China, 621010 E-mail:470695321@qq.com Key words: Adapt to the Disasters（“AD”）: Architectural philosophy: Environmental philosophy Abstract: Based on the principle of harmony between man and nature, " adapt to the disaster" emphasizes the initiative to adapt to nature, to adapt to the environment hazard, then，through transforming local environment, reduce or even avoid disaster losses, achieve the goal of lucky risk-averse.
Simple engineering disaster prevention measures, focus on remaking the nature to create a relatively "safe" living environment; "AD" focus on conforming the nature to avoid potential threat of disaster environment;On the method, the former focuses on changing disaster environment (such as the construction of Dams, etc.) and improve engineering structure resistance against natural disasters (such as seismic and wind resistance design, etc.)
;While the latter is through planning (such as site selection and layout, etc.) and architectural design (such as design and combination form, etc.), in order to avoid or reduce the negative impact of the disaster and to provide an advantageous prerequisites for engineering structure design
As the construction environment of "AD" is not static, in the dynamic changes, is generative, is also a "living", "AD" is to adapt to the environment of "life" cyclical or sudden severe changes; When human own power direction is consistent with the environment, the environment form a natural disposition which is the driving force and put it into the path of "habitat", is more suitable for human settlements, this is the concept of "AD" connotation; When human own power direction is resistant to the environment, and human is more powerful on the thrust of circumstance, the environment is distorted itself towards the direction of self decomposition, finally, the environment become "dead", it appeared in a lot of simple engineering disaster prevention measures, cause the result of ecological imbalance, environment deterioration, the "victory" of relief, disaster reconstruction solved the present problem on the surface, may actually be planted more big hidden trouble, "because the every victory

Analysis of Effect Factors About the Ground Settlement during Foundation Pit Excavation Fei-fei LIANG 1,a, Ren-wang LIANG 1,a, Xing-hua XIANG 2,a 1College of Architecture and Civil Engineering, Taiyuan University of Technology, Taiyuan Shanxi, 030024, China 2Shanxi Transportation Research Institute, Taiyuan Shanxi, 030006, China a760353934@qq.com Keywords:  Foundation excavation；Settlement of ground surface；FLAC3D Abstract: The excavation usually cause the settlement of surrounding soils, which will have a negative effect on the adjacent buildings.
The depth of foundation pit is becoming deeper and deeper, from the initial 4-8 meters to more than 20 meters now in Metro engineering and basement engineering.
Analyses of Influence Factors on Ground Settlement During Excavation.Soil Engineering and Foundation,2008,02:38-42
Journal of Geot echnical Engineering,1993, 119(1) : 69-90

Study on Cracking Load of Normal Section for Concrete Beams Strengthened with BFRP Sheet Xujun Chen1, a, Xiaoe Zhu1,b and Zhong Yang1,c 1 College of Civil Engineering and Urban Construction,Jiujiang University,China acxuj98152@163.com, bzhuxiaoe@126.com, cmasyang@163.com Keywords: BFRP sheet,reinforced concrete beam, cracking load,calculation method Abstract.
Based on the cracking bending moment calculation theory for ordinary reinforced concrete beams, the formula for calculating the cracking load of the FRP-strengthened RC beams was proposed, which can provide references for the engineering application.
References [1] Norris.T., Saadatmanesh, H.Shear and Flexural strengthening of RC beams with carbon fiber sheets.Joural of Structual Engineering, Vol.123(7)(1997),p.903－911 [2] Esfahani, M., Kianoush, M., and Tajari, A.
Engineering Structures, Vol.29(2) (2007), p.2428-2444 [3] Design code for strengthening concrete structure (GB 50367-2006).
Journal of Zhengzhou University (Engineering Science) , Vol. 6(4) (2009),p.61-65(In Chinese) [5] Jianting Lin.

Dynamics Analysis of Multi-Degree-of-Freedom Motion Simulator Based on Hamilton Method Zhou Yuefa1, a, Huang Fanglue2, b, Zhang Zhiyong3, c, Song Tianshu4, d 1,2,3,4College of Aerospace Engineering and Civil Engineering, Harbin Engineering University, Room 3095, Building 11, No.145, Nantong Street, Nangang District, 150001 Harbin, Heilongjiang Province, P.R.
The work in the paper has guiding significance to practical engineering.
Stewart: A platform with six degree of freedom, in Proceedings of the Institution of Mechanical Engineering, Vol. 180(1965), No. 5,Part 1, p. 371-386

Seismic acceleration distribution analysis of high earth-rock dams in three-dimensional space Rui Zhang 1,a, Shichun Chi 2,b , Gao Lin 2,c 1 Department of Civil Engineering, Jiangsu University, Zhenjiang, Jiangsu, 212013, China 2 Institute of Earthquake Engineering, Dalian University of Technology, Dalian, Liaoning, 116085, China azhangrui@ujs.edu.cn, bschchi@dlut.edu.cn, cgaolin@dlut.edu.cn Keywords: high earth-rock dam; analytical method; finite element method; suggested dynamic seismic coefficient figure Abstract.
(a) Seismic intensity equals 8 (b) Seismic intensity equals 9 Fig.4 Seismic acceleration distribution in the maximum cross section (a) Seismic intensity equals 8 (b) Seismic intensity equals 9 Fig.5 Seismic acceleration distribution in the maximum longitudinal section Conclusions With three dimensional analytical method for earth-rock dams with different height in strait triangular canyon and the engineering example of Shuangjiangkou earth-rock dams, the seismic acceleration distribution along dam height and across the canyon is analyzed.
Seismic coefficients for pseudostatic slope analysis. 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada, August 1-6,2004, Paper NO. 369
[5] Zhenzhong Shen, Zhiying Xu: Journal of Hydraulic Engineering, Vol.33(3) (2002), P74.

Influence of Open Channel on Explosion-Induced Vibration Wave Propagation Iau-Teh Wang1,2,a, Chin-Yu Lee3,b 1Graduate Institute of Disaster Prevention on Hillslopes and Water Resources Engineering, National Pingtung University of Science and Technology, Pingtung, 912, Taiwan, R.O.C. 2Department of Civil Engineering, Chinese Military Academy, Kaohsiung, 830, Taiwan, R.O.C. 3Department of Soil and Water Conservation, National Pingtung University of Science and Technology, Pingtung, 912, Taiwan, R.O.C.
Hazard control of explosion-induced vibration is an important issue which cannot be ignored in blasting engineering.
Hazard control of explosion-induced vibration is an important issue in blasting engineering.
The objectives were to provide relevant vibration reduction measures for engineering, control the vibration effect of explosion, ensure the safety of nearby protected objects, and provide references to future studies and engineering applications.
Army Corps of Engineers in the regulations of TM5-855-1 manual undertook a series of field explosion tests.

Performance of Modified Epoxy Resin by Inorganic Packing Lei Zhang1, a, Wenyan Liang 2,b, Jifeng Zhang 3,c and Fang Liu 4,d 1234Smart Structures and Advanced Composites Laboratory, College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China astone3506506@163.com, bliangwenyan@hrbeu.edu.cn, czhangjifeng@hrbeu.edu.cn, dLiufang_winter@163.com Keywords: nano-silica; modified; epoxy resin; proportion Abstract.
But epoxy resin also have some disadvantages, such as fragile after solidifying, weak fatigue resistance, low impactstrengrh, which sometimes make it can’t meet the requirements of engineering technology and limit its more widely application.
Acknowledgments This paper is funded by the International Exchange Program of Harbin Engineering University for Innovation-oriented Talents Cultivation.

The Duncan-Chang Model Parameters for Municipal Solid Waste Zhang zhen-ying1, a and Wu da-zhi1,b 1School of Civil Engineering and Architecture, Zhejiang Sci-Tech University, Hangzhou 310018 azhangzhenyinga@163.com, bwdz@hz.cn Keywords: municipal solid waste; mechanical parameter; Duncan-Chang model; laboratory test.
However, the tri-axial test instrument is complicated, cost much, and it is difficult to operate, it is not easy to apply it to the engineering, especially in the municipal solid waste landfill.
[4] Zhang zhenying, Wu shiming, in: Experimental Research on the Parameter of Life Rubbish in City [J], Chinese Journal of Geotechnical Engineering, 2000, 22(1):35-39
European Conf. on Soil Mechanics and Foundation Engineering, n1, 1963,19