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In summary, the following conclusions as well as some general remarks for engineering practice can be formulated: - the analysis of the dynamic response of the shell with the assumption of uniform seismic excitation indicated that the concrete material of the shell remained elastic with no tensile damage, - the tensile damage (cracking) in some thin parts of the tower appeared and the elastic stiffness of the concrete was degraded when the model of asynchronous kinematic excitation was considered.
Modeling and engineering applications, CRC Press, Taylor & Francis Group, Boca Raton, FL, 2009
Lodygowski, Identification of parameters of concrete damage plasticity constitutive model, Foundations of Civil and Environmental Engineering 6 (2005) 53 - 69.

Damage diagnosis of cable of large span cable-stayed bridge based on the support vector machine Dongmei Tan1,a, Weilian Qu1,Jianbo Zhang2,Guangqiong Wei3,Jia Liu1 1Hubei Key Laboratory of Roadway Bridge & Structure Engineering, Wuhan University of Technology 2The Wuhan Army General Hospital, PLA Guangzhou Military Region, Wuhan, China 2Department of civil engineering in China University of Geosciences, Wuhan, China ae-mail: smiledongmei@163.com Keywords: cable-stayed bridge; support vector machine; damage identification; cable damage Abstract.
Improved flexibility matrix method for damage identification of multi-span beams[J].Engineering Mechanics,2003,20(4):50-54

Study on Modification of Rammed Earth Material in Mountain Areas Yun WANG Department of civil Engineering & Architecture, Shaanxi University of Technology, Hanzhong 723001,China awangyun411@126.com Key words: raw-soil; modification; compaction test; direct shear test Abstract: In order to explore the proper modified materials of the raw-soil building in mountain area, the raw-soil modified materials now being used commonly are analyzed effectively at first, and the natural reborn starch resource is thought which has a promising application prospect.
Soil modified by cement appeared a long time ago, and it got extensive use in engineering, but it can bring a great disadvantageous influence on the ecology of raw-soil building.
(in Chinese) [5] Jian Shi, Min Li, Yi-hong Wang, The test study of the engineering properties on the earth material of earth rammed construction, Sichuan Building Science, Vol. 32, issue 4, 86-87,2006.

Rain-wind-induced Analysis of Transmission Steel Tower Li Qin1, a, Wenjing Ding2,b 1,2,Northeast Dianli University, School of Civil Engineering, Jilin, 132012, China ajilinql@163.com, bdingwenjing000@163.com Keywords: Transmission Tower, Turbulent Wind, Rain Load, Dynamic Analysis.
Engineering background.
This paper uses the 500 kV transmission lines to the Shiyang -Wuyi DZV674 tower as a straight line engineering background.

AHP-based Method for Military Defence Project Risk Assessment Baohua Liu 1 Civil engineering and Architecture institute ，Southwest University of Science and Technology，Mianyang of Sichuan 621010，China lsylbh@126.com Keywords: Risk .Risk type .AHP.
References [1] Baohua Liu: Mechanical Engineering and Automation Vol.3 (2006), p.117-119.
[3] Jianwei Lv: Systems Engineering and Electronics Technology Vol. 5(2002), p.8-10.

The Analysis on Shape Coefficient of Low-Rise Buildings Wall Ji Zhou1,2,a, Yuan ming Dou1,b,and Ji shu Sun1,c 1 School of Civil Engineering, Hebei University of Technology, No. 29 Guangrong Road, Hongqiao District, Tianjin, 300130, China 2Civil Engineering Technology Research Center of Hebei Province, No. 5340 Xiping Road, Beichen District, Tianjin, 300401, China azjzj-1978@163.com, bdouyuanming@163.com, csunjishu76@126.com Keywords: Wind Tunnel Experiment; Shape Coefficient; Single House; Closed Structure Abstract：In order to improve the wind resistance of single-storey house in the rural areas, this paper has carried countryside house's rigid model on the wind tunnel test in view of the south area.
Bridges wind engineering [M].

Research on Prediction of Carbon Steel in SO2 Atmospheric Corrosion Using Grey Model Ping Wang1,a, Zhaohui Yin2,b , Hantao Ren1,c, Song Xu3,d 1State Grid Hebei Electric Power Corporation Research Institute, Shijiazhuang, 050021, China 2School of chemical and biological engineering, Changsha University of Science and Technology, Changsha, 410114, China 3State Grid Hunan Electric Power Corporation Research Institute, Changsha, 410007, China a hepri-wp@he.sgcc.com.cn, b136509242@163.com, chantaoren@163.com, dsxu001@126.com Keywords: GM (1, 1), Prediction, Grey Model, Atmospheric corrosion.
Introduction Corrosion in the corrosive atmosphere is a major problem that frequently causes materials failure in industrial and civil structures.
References [1] Wang J, Wang Z Y, Ke W: submitted to Corrosion Engineering, Science and Technology (2012) [2] Xianlong Cao, Hongda Deng, Wei Lan, et al: submitted to Anti-Corrosion Methods and Materials (2013) [3] Lin Cui, Chen San-juan, Xiao Zhi-yang: submitted to Materials for Mechanical Engineering (2012) [4] S.

Experimental Research on the Anti-crack Performance and Microscopic Mechanism of the Hybrid Fiber Concrete Xiaofan Liu 1,a, Xiaozhou Sheng 1,b, Jixiang Li 1,c, Yunxia Lun 1,d 1College of Civil Engineering and Architecture, Wuhan Polytechnic University, Wuhan, China a hnsfine@163.com, b xiaozhou341@126.com, c lijixiang@whpu.edu.cn, d lunyunxia@whut.edu.cn Keywords: Hybrid Fiber; Concrete; Anti-crack Performance; Microscopic Mechanism Abstract.
While in engineering applications, the mixing amount of fibers are often determined by experience.
The discreteness of the limited experiment results lead to the scarcity of quantitative design in practical engineering.In order to set up the corresponding relation between the fibers’ content and the crack area, sixteen different plat restraint specimens are experimented and analyzed, and the microscopic mechanism of anti-cracking performance is discussed.

Frequency domain analysis of multi-degree of freedom in series model SSI effect with translation and rotation input Liang Fang1,2, b, Qifang Wang1,a 1Engineering college, Hunan Agricultural University, Changsha 410128, China 2College of civil engineering, Hunan University, Changsha 410082, China a18001973@qq.com, bfangliang27@hnu.edu.cn Keywords: SSI effect, multi-degree-freedom model, Frequency domain, Translation input, rotation input Abstract: Based on the multi-degree of freedom in series model, structural displacement amplitude formula is derived in the frequency domain under the translation-rotation input situation, this formula indicates that the soil - structure interaction (SSI) could be considered as adding a correction term to the mass matrix of the structure with the hypothesis of Rigid foundation.
Introduction Soil - structure interaction (SSI) effect plays an important role in the studies of earthquake engineering.
Earthquake Engineering [M].

Numerical Simulation of Gas Distribution and Mined Seepage Passage with the Pressure Relief of Short Distance Protective Coal Stratum Yongjun Zhang1,2,a, Nianjie Ma3, Zimin Zhang4 and Tianrang Jia4 1School of Civil Engineering, Qingdao Technological University, Qingdao, 266033, China 2State Key Laboratory for GeoMechanics and Deep Underground Engineering, China University of Mining and Technology, Xuzhou, 221008, China 3Faculty of Resources and Safety Engineering, China University of Mining and Technology, Beijing, 100083, China 4Institute of Gas Geology, Henan Polytechnic University, Jiaozuo, 454000, China azhangyj_bull@163.com Keywords: Gas distribution, Heterogeneity, Mined Seepage passage, Numerical simulation, Pressure relief region, Solid-gas coupling.