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Hydraulic model study on a special CSO chamber Yongmin Chen1,a 1School of Civil Engineering and Architecture, Zhejiang University of Science and Technology, Hangzhou 310023, China acym310@163.com Keywords: Pressurized CSO chamber, Siltation, Hydraulic model, Numerical simulation, SONAR Abstract.
Nandakumar: Chemical Engineering Journal, Vol.152 (2009) No.2, p.514-529
Bergdahl: Journal of Environmental Engineering, Vol.129 (2003) No.7, p.651-658
Saad: Journal of Environmental Engineering, Vol. 127 (2001) No.3, p.233-239
Terfous: Journal of Environmental Engineering, Vol.135 (2009) No.9, p.776-787.

Numerical Analysis of Ground Vibration Induced by High-speed Train on Viaduct LI Zhenghui1, a, CAO Yanmei 1,b and XIA He 1,c 1 School of Civil Engineering, Beijing Jiaotong University, Beijing, China alizhenghuiqq@163.com, bymcao@bjtu.edu.cn, chxia88@163.com Keywords: high-speed train; viaduct; ground vibration; finite-element Abstract: In order to study the ground vibrations induced by high-speed train passing on viaduct, two FEM sub-models, the train-bridge-pier model and the pile foundation-soil model, are established by means of the software of ANSYS.
Journal of Vibration Engineering, 19(4), 2006: 438-445
Earthquake Engineering and Engineering Vibration, 27(3), 2007: 137-143
Engineering and Mechanics, 24(9), 2007: 166-172
Numerial Analysis of Engineering Structures with ANSYS [M].

Study of Road Performance between Rub-concrete and Normal Concrete Materials Long Wang1,a, Xiaoguang Xie2,b, Lulu Fan3,c 1 School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, China, 150090 2 School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, China, 150090 3 School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin, China, 150090 ahitlongwang@sina.com, bxxg75@126.com, cfanlulu@163.com Keyword: rubber cement concrete; flexural modulus; damping performance; fatigue performance ; surface properties ; performance prediction Abstract.
Introduction At present, rubber particles cement concrete has achieved initial success in the application of industrial and civil architecture, such as the use of shock absorption and sound insulation function in seismic foundation, the railway sleepers and sound barriers has wide application, but it is still in the research stage in the cement concrete pavement, the researches show that the good deformation property of scrap tire rubber particle in the cement concrete has the following significance: from engineering application view, rubber particles mixed in cement concrete materials to help improve the brittleness shortcomings, promote its absorbing heat insulation, sound absorption damping performance, impact resistance and crack resistance[1];From the economic point, strongly built rubber particles of cement concrete pavement, to break the high cost of asphalt pavement monopoly situation, can promote the development of local economy[2].From the section of environmental protection,
The concrete flexural elastic modulus in accordance with Highway Engineering Cement and Concrete Test Regulations (JTG T0559-2005), the use of a 100 mm x 100 mm x 400 mm specimens. 5 times cycle load test, take the fifth cycle of deflection value.
[11] Ji Tian Jian,Wang Hui,Chen Rong Shen.Fatigue Characteristic of Recycling Cement Concrete[J].Journal of Traffic and Transportation Engineering.2002,2:16-18

Vibration Analysis and Evaluation of the Indoor Spiral Steel Stair Bin Zhou1,a , Xiaosong Ren2,b and Xilin Lu1,c 1State Key Laboratory of Disaster Reduction in Cilvil Engineering, Tongji University, Shanghai 200092, China 2Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, China aemail: ebinzb@163.com, bemail: rxs@tongji.edu.cn, cemail: lxlst@tongji.edu.cn Keywords: Indoor Spiral Steel Stair; Analysis; Load Model; Evaluation; Natural Frequency; Peak Value; Weighted Root-Mean-Square (R.M.S) Value Abstract.
Without satisfactory guidance for this kind stair, engineers presently rely on experience and references index of the footbridge and floor.
Finally, a practical engineering project is presented in this paper to demonstrate the suggestion proposed in this paper.
References [1] Kerr S. and Bishop N: Engineering Structures.
H., Pernica G. and Allen D.E: Journal of Civil Engineering.

Design and Stability Analysis for an Arch-Shell Hybrid Structure, Singapore Cool Dry Conservatory Yin Bai 1, a, Yuanqing Wang 2,b and Yongjiu Shi 2,c 1 School of Transportation Science and Engineering, Beijing University of Aeronautics and Astronautics, Beijing, 100191, China 2 Department of Civil Engineering, Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Tsinghua University, Beijing, 100084, China abaibowenbai@buaa.edu.cn, bwang-yq@tsinghua.edu.cn, cshiyj@tsinghua.edu.cn Keywords: Hybrid Structure; Large-Space Steel Structure; Global Stability Properties; Ultimate Bearing Capacity Abstract: Singapore Cool Dry conservatory is a huge space steel structure which is for exhibiting plants suited for living in cool and dry conditions.
Taking into account of the specialty of this project and referring relative regulations for reticulated shell structures in China[9] and other engineering experiences, we assume the initial imperfection as 1/300 of the span conservatively.
[2] Techwell Engineering Limited, Member OF CAE Group.
[5] Techwell Engineering Limited, Member OF CAE Group.

Seismic Behavior of Damage-Reduction Based, Energy Dissipation Composite Shear Walls DONG Hongying1,a , CAO Wanlin 1,b, WU Haipeng 1,c, and XU Fangfang1,d 1College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100124, China adonghy@bjut.edu.cn, bwlcao@bjut.edu.cn, c15201227296@163.com, d568097229@qq.com Keywords: Concrete filled steel tube (CFST) column; Steel plate (SP) deep beam; Composite shear wall; Seismic behavior; Calculated load-bearing capacity model Abstract.
Goel, Journal of Structural Engineering, Vol.130(2) (2004), p. 157-158
Earthquake Engineering and Engineering Vibration, Vol.26(6) (2006), p.101-107.
(in Chinese) [4] WL Cao, WANG M, WANG SH et al., Engineering Mechanics, Vol.25(S1) (2008), p.58-70.
(in Chinese) [5] YB Yang, Zhang JW, Cao WL et al., World Earthquake Engineering, Vol.27(1) (2011), p.78-82.

Mechanism of the frame-supported masonry shear-wall structure with inter-story isolation Lu Lei 1, a and Zhou Ying 1, b 1 State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, P.
Through studying on its mechanism by theoretical and numerical methods, a series of formulas are provided, which may have certain significances in engineering practice. 2.
Hu, et al.: submitted to Journal of Earthquake Engineering and Engineering Vibration (2003) [2] J.
Shi, et al.: submitted to Journal of Earthquake Engineering and Engineering Vibration (2008) [3] Y.

Discussion based on small PABX lightning overvoltage SunGuofeng1, a, BaiYan2,b 1BeiHua University Engineering Training Center , JiLin,China 2BeiHua University Engineering Training Center , JiLin,China a, bByw1689@sohu.com Keywords: medium-sized; overvoltage; switch Abstract.
How to prevent of lightning overvoltage, lightning protection for engineers and experts have had a very sophisticated theoretical foundations and relatively sophisticated solutions, such as the lightning rod, lightning, lightning, lightning network, surge arresters, and more.
But require enterprises spend more money, manpower and more professional knowledge engineers and technicians for the construction of lightning, these factors determine the type of units to professional lightning protection for the system is very difficult.
Classification of lightning Install switches in civil building systems are composed of an electronic information system.
C.surge protector SPD Surge arresters are used to prevent lightning overvoltage protection components, depending on the scope of electrical engineering and information technology applications can be segmented into lightning current arrester (10/350 μ s wave) and surge arrester (8/20 μ s wave).

The Measurement and Theoretical Analysis of Elongation Value of Tensioning Tendon Chunfeng Yang1,2, a, Wenchao Ye1, b 1Architecture and Civil Engineering College, Shenyang University, Shenyang, 110044, China 2The Key Laboratory of Geoenvironmental Engineering, Liaoning Province, Shenyang, 110044, China a yangchunfeng1973@163.com,b 642901989@qq.com Keywords: Prestressed concrete, strands, elongation value, theoretical analysis Abstract.
Its main advantage is to improve the structural performance and saving building materials, has been widely used in architectural engineering and bridge engineering.
The most important control index in construction process is the size of the prestressing.It is the key of engineering quality and reliability.
At present, the stress control-oriented commonly used in the control of jacking stress in the prestressed structure and the control of elongation value which supplemented by the construction methods, the construction practice shows that jacking stress is often easy to control, while there are more uncertainties in the elongation value, which has been one of the problems troubled engineers and technicians [1].

Hasib Al Mahbub1, Nandini Deb1, Mohidus Samad Khan1,a) 1Department of Chemical engineering, Bangladesh of Engineering and Technology (BUET), Dhaka-1000, Bangladesh 2 Equally first author: both authors contributed equally a) Corresponding author: mohid@che.buet.ac.bd Keywords: Leaching, dry cells, batteries, recycling, resource recovery Abstract.
Mamtaz of the Department of Civil Engineering, BUET for helping with AAS experiment, and Department of Glass and Ceramics Engineering, BUET for XRF analysis.
CHEMICAL ENGINEERING, 2007. 11: p. 173-178
International Journal of Chemical Engineering, 2010. 2010.