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Modeling and Application of TMD for Vibration Control under Wind Load in High-rise Buildings Juyun Yuan1,3,a, Zhihua Dong1,2,b 1 Department of Geotechnical Engineering, Tongji University, Shanghai, 200092, China 2 College of Civil Engineering and Architecture, Henan University, Kaifeng, Henan, 475004, China 3 Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji University, Shanghai, 200092,China ayuanjuyun@tongji.edu.cn, bdongzhihua1977@yahoo.com.cn Keywords: TMD, Vibration Control, Wind Load, High-rise Building Abstract.
Chopra, in: Dynamics of Structures: Theory and Applications to Earthquake Engineering, 3rd edition, published by Pearson Education, Inc
Clark, in: Proc. 9th World Conf. on Earthquake Engineering, (1988)
Procedia Engineering. 14, 1759–1767 (2011)

Verification of structural health assessment method using full-scale collapse test of four-story steel building Yushi Shinagawa1,a , Akira Mita1,b 1 Department of System Design Engineering, Keio University, 3-14-1 Hiyoshi, Kohoku-ku, Yokohama 223-8522, Japan aartlessboy@a2.keio.jp bmita@sd.keio.ac.jp Keywords: full-scale collapse test, system identification, subspace method, maximum story drift Abstract.
Fig. 3 Distribution of plastic hinges x Structural health assessment method The dynamic behaviors of civil engineering structures such as buildings are complex.
References [1] “National research Institute for Earth science and disaster prevent - Hyogo Earthquake Engineering Research Center”, http://www.bosai.go.jp/hyogo/, 2012.5.22 access [2] Yamada S., Suita K., Tada M., Kasai K., Matsuoka Y. and Shimada Y., “Collapse Experiment on 4-Story Steel Moment Frame: Part 1 Outline of Test Results”, Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, No.
[3] Suita K., Yamada S., Tada M., Kasai K., Matsuoka Y. and Shimada Y., “Collapse Experiment on 4-Story Steel Moment Frame: Part 2 Detail of Collapse Behavior”, Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, No.
[4] Matsuoka Y., Suita K., Yamada S., Shimada Y. and Akazawa M., “Non-structural Component Performance in 4-story Frame Tested to Collapse”, Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China, No.

Analysis of weighing values of post-assessment indexes for graded crushed stone base based on analytic hierarchy procedure Baoyang Yu1,a, Hongyu Ding1,b and Jiayu Tian1,c 1School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168,China ayubaoyang12380@126.com, bding4517@yahoo.cn, ctianjiayu1004@126.com Keywords: post-assessment; analytic hierarchy process; graded crushed stone base Abstract: Based on analytic hierarchy procedure, established the post-assessment indexes system of graded crushed stone base project.
The whole line implements GBM engineering, pavement structure of test road layout as shown in the figure below.
The first object layer is the comprehensive evaluation of cold regeneration technology engineering A, second layer is criterion layer, road performance B1, economic benefits B2 and social and environmental benefit B3.
(3) The output results of the engineering example model match with the objective reality, it can be used for post-assessment for the project.
Determination of weighing values for assessment indexes of engineering materials based on analytic hierarchy procedure[J].

Structural Applications of Aluminium in Civil Engineering.
Structural Engineering International.
Engineering Structures, 41, 548-561 (2012)
Ph.D. thesis (1999), Departement of Structural Engineering.
Journal of Structural Engineering-ASCE. 141 (7). 2015.

Electricity Generating from Small Scale Solar Updraft Tower For Remote Area Yuttachai Keawsuntia1,a*, Cheevin Limsiri2,b, Thamrong Prempridi3,c, Sanguan Patamatamkul4,d 1,2,3Department of Engineering Management, Faculty of Engineering, Vongchavalitkul University, Nakhonratchasima, Thailand 30000 4Department of Civil Engineering, Faculty of Engineering, Naresuan University, Thailand 65000 a,c,dEmail: keawsa2000@yahoo.com, bLimsiri_C@yahoo.com Keywords: Solar updraft tower, solar energy, electricity generating in remote area Abstract.
International Journal of Renewable Energy Engineering, Vol. 3, No. 2, (2001) [6] Koonsrisuk, A. and Chitsomboon,T.
In: Proceedings of the 23rd Conference of Mechanical Engineering of Thailand, Nov 4th-7th, (2009), Chiangmai, Thailand

Investigation of the Disk Cavitator Cavitating Flow Characteristics under Relatively High Cavitation Number Xiao HU 1,a, Ye GAO 1,b 1 Aerospace and building engineering college, Harbin engineering university, Harbin 150001 China a huxiaoheu@sohu.com, b gaoye66@126.com Keywords: disk cavitator; cavitating flow; Reynolds number; pressure; velocity Abstract.
[3] Chen Xin: "An Investigation of The Ventilated Cavitating Flow", Doctoral Dissertation for a doctor's degree, School of Naval Architecture, Ocean and Civil Engineering, ShangHai JiaoTong University 2006, 152 p
[4] LIU Yu-qiu, ZHANG Jia-zhong, YU Kai-ping, et al: "Experimental analysis and numerical simulated research of the supercavitating body drag", Journal of Harbin Engineering University, Vol.27 (2006), p. 335-338
[5] Singhal A K, Athavale M M, et al: "Mathematical basis and validation of the full cavitation model", ASME J.Fluids Engineering, Vol.24 (2002), p. 618-624
B.: "The numerical computation of turbulent flows", Computer Methods in Applied Mechanics and Engineering, Vol.3 (1974), p. 198-200

Wang1 1 School of Mechanical Engineering & Automation, Northeastern University Shenyang, 110004, China 2 Mechanical Manufacturing System Engineering National Emphases Laboratory, China 3 School of Civil Engineering, Northeastern University, Shenyang, 110004, China 4 Shanghai Baosight Software Co.
Acknowledgements Thanks for the support by Mechanical Manufacturing System Engineering National Emphases Laboratory Open Fund, and Liao'ning Province Doctor Fund (20021007).
Yan, et al: China Mechanical Engineering Vol. 8(2) (1997), p. 5 (in Chinese) [2] A.
Hao: Rough Set-neural Network Intelligent Hybrid System and Its Applications in Engineering (Ph.D, Northeastern University 2001).

The discussion on lateral load distribution mode while structural seismic analysis is proceeding Jinliang Han1,a, Yunxia Li1,b, Zongyun Mo1,c 1Department of Building Engineering, North China Institute of Aerospace Engineering Langfang, Hebei, 065000, China ahjl9868@sina.com, byxlhlc@163.com, cmozongyun2004@163.com Key words: Frame; Lateral load; Seismic analysis of buildings Abstract.
Therefore, engineering structure seismic research is paid more attention by world relevant researchers.
In terms of specific engineering structure, the earthquake occuring is accidental encounter.
It can be widely used for the nuclear industry, railway, the manufacturing of machinery, civil engineering.
[2]Jinxian Hu: Earthquake Engineering (The Earthquake Press, Beijing, 1998)

Simulation Analysis of Adjustable Movable Blade Axial Flow Fan Aihua Zhu School of Mechanical-electronic and Automobile Engineering, Beijing Engineering Research Center of Monitoring for Construction Safety, Beijing University of Civil Engineering and Architecture Beijing, China zhuaihua77@126.com Keywords: Adjustable movable blade axial flow fan, Installation Angle , Fluent software Abstract.
In traditional design of fans, there are a great uncertainty on the selection of important structural parameters such as installation angle, number of the fan blade, etc, the designed product scheme is not necessarily the best scheme, resulting in the situations that air volume and air pressure of engineering products often can not reach the performance requirements .
[3] Jesús Manuel Fernández Oro,Turbulence and Secondary Flows in an Axial Flow Fan With Variable Pitch Blades,Journal of Fluids Engineering,APRIL 2008, Vol. 130
Numerical Simulation on Internal Flow Field of a Two-stage Adjustable Movable Blade Axial Flow Fan , Journal of Power Engineering, 2013(11):871～878

Research on Soil-water Characteristic Curve of Unsaturated  Mixed-soil in West Sichuan Weiguang Zhou 1, a, Yulong Bao 2, b and Hongbin Zhou 3, c 1 Department of Civil Engineering, Southwest Jiaotong University, Chengdou610031, China azhouwg19@163.com, bbaoyulong1991@163.com, czhouhb@163.com Keywords: west Sichuan composite unsaturated soil; soil-water characteristic; matrix suction; dry density; physical composition Abstract.
Engineering practice shows that this kind of mixed soil is unsaturated under natural conditions.
Therefore, it has theoretical guidance and practical significance to study on the soil so as to solve practical engineering problems and geological disaster prevention.
Chinese Journal of Geotechnical Engineering, 2007, 29(10):1591-1592
Chinese Journal of Geotechnical Engineering, 2005, 27(6):611-615