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Pseudo-dynamic Analysis and Construction Methods of Substructure for Division Plate of New Tank Wei Wu1, a and Jing Ji2, b 1The Department of Architecture and Engineering Qinhuangdao College, Northeast Petroleum University, Qinhuangdao, Hebei,066004, China 2The College of Architecture and Engineering, Northeast Petroleum University, Daqing, Heilongjiang, 163318, China aQinhuangdaoww3@163.com, bJijing1977@163.com Keywords: Horizontal Storage Tank, Substructure, Pseudo-dynamic Analysis, Construction Methods.
In view of the lack of experience in the design of the new tank and limitations of carrying out shaking table test for full scale horizontal storage tank, the pseudo-dynamic analysis of separate plate substructure with 5m diameter is done by using ANSYS finite element software combined with the actual engineering.
There is no experience of earthquake action despite it applied in engineering, and still lack of experiences in the design of the dynamic performance of the separate plate substructure.
Analysis and Validation by Finite Element The thickness of the separate plate is 30mm based on the actual engineering, and diameter is 5000mm, material is used as Q345 steel.
References [1] GB50009-2012: Code for load design of building structures (China Building Industry Press, China 2012) (In Chinese) [2] Wenhua Hao: ANSYS Civil Engineering Application Examples (China Water Power Press, China 2005) (In Chinese) [3] Guangyuan Wang.

Asymptotic analysis has come to be realized by engineers and technicians, since it was proposed forty years ago [2].
Journal of Geotechnical and Geoenvironmental Engineering, 1999, 827-831
Chinese Journal of Rock Mechanics and Engineering, 2001, 19(1): 29-33.
Journal of Engineering Geology, 2000, 8(1): 25-30.
Journal of Zhengzhou University (Engineering science), 2002, 23(2): 37-40.

Study On Influence of Temperature To Section Deformation Of Steel Box Girder During Cantilever Installation Zhong-San Li1, Jun-Qing Lei1, Kun Zhang1,Yun Xiao1, Dao-Jin Lin2 (1.School Of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China; 2.China Highway Planning And Design Institute Consultants,Inc, Beijing 100088, China ) Key words: Bridge Engineering, Multi-tower Cable Stayed Bridge, Steel Box Girder, Cantilevered Assembling Construction, Section Deformation Analysis.
Bridge Engineering Background A Bridge main navigation channel bridge is six towers single column pieces of steel box girder bridge, span arrangement (70 +200 +5 × 428 +200 +70) m.

But traditional lead shear damper hasn’t the capabilities of large deformation for some reason and can not be applied to bridge engineering in general case.
As a simple and economical means of antiseismic engineering, energy dissipated technology is that the special component or device is made to result in a large damping and dissipate a large amount of seismic energy.
And lead shear damper was first developed by Penguin Engineering in New Zealand [7].
Lead shear damper with capabilities of large deformation has been produced by Beijing Laboratory of Earthquake Engineering and Structure Retrofit.
[3] Xin Hua: Research on Seismic Design of Middle Span Cable-stayed Bridge, College of Civil Engineering, Tongji University, Shanghai (2006)

Research on the Rehabilitation of the Ancient City Wall of the Wuchang Uprising Gate Sun Zhu 1, a 1 College of Civil Engineering and architecture, Wuhan University of Technology, Wuhan, China a Zhusun1979@126.com Keywords: the Uprising Gate, rehabilitating design, cultural relics preservation Abstract.
After access to historical data, site survey, mapping, photographing and measuring, the rehabilitating engineering program of rain-wind corridor, feudal pavilion and the city walls of the Wuchang Uprising Gate is achieved.
New Army Engineering Battalion of Hubei took the lead and fired the first shot.
On the night of October 10, 1911, New Army Engineering Battalion of Hubei took the lead and fired the first shot.

Caravani for civil engineering structure [1].
Numerical examples A five-layer horizontal soil of a real engineering site is considered [6].
Sutoh: Journal of Engineering Mechanics, ASCE, Vol. 119(2, 1993), p. 197
Huang: Journal of Geotechnical Engineering, Vol. 22(6, 2000), p. 723.
Chen, in: Geotechnical Earthquake Engineering, edited by Science Press, Beijing, China(2007).

Optical-Electronic System for Remote Measurements of Shifts and Deformations in Huge Mechanical and Engineering Constructions Y.
Savkov 1 1 Technological Design Institute of Scientific Instrument Engineering, Siberian Branch of the Russian Academy of Sciences 41, Russkaya str., Novosibirsk, 630058, Russia 2 Novosibirsk State University, 2, Pirogova str., Novosibirsk, 630090, Russia Keywords: Position Measurement, In-Process and On-Line Metrology, Image and Signal Processing, Mechanical Measurement, Safety for Oil and Gas Industry Abstract.
Without serious modifications such system can be utilized in civil engineering (for inspection of the absolute and relative movements of different elements of buildings, bridges, etc.).

Seismic Response Analysis for Pier in Considering of Uplift Effect Lidong Zhao1, a, Bo Song1, b 1 School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, 100083, China azhao2732@yahoo.cn, bsongbo@ces.ustb.edu.cn Keywords: Uplift Effect, Pier, Rocking, Seismic Isolation, Earthquake, Velocity Pulse Abstract.
Pampanin: New Zealand Society for Earthquake Engineering Vol. 39(2006), p.120 [2] I.
Alexandris: Earthquake Engineering & Structural Dynamics Vol. 29(2000), p.1093 [3] Q.
Khan, “Shake table tests of a stepping bridge model”, in The 14th World Conference on Earthquake Engineering, 2008,Beijing,China [4] Yue Zheng, Xingchong Chen: Journal of Earthquake Engineering and Engineering Vibration Vol.29(2009), p.125 (In Chinese) [5] M.
Pinto: Journal of Structural Engineering Vol. 121(1995) p.806 [6] M.Apostolou,G.Gazetas and E.Garini: Soil Dynamics and Earthquake Engineering Vol. 27(2007)p.642 [7] K.

This advantage is very useful in research of geotechnical mechanics and civil engineering [5-9].
Particularly, the dynamic behaviors of many large geotechnical structures under explosion environments are also necessary to be investigated for applications in engineering blasting, defense engineering, etc.
Zhang: Chinese Journal of Geotechnical Engineering Vol. 25, No. 4 (2003), pp. 504-507
Park: Journal of Geotechnical and Geoenvironmental Engineering Vol. 127 (2001), pp. 424-435
Lee: Soil Dynamics and Earthquake Engineering Vol 25 (2005), pp. 117-131

Introduction Because of the unique advantages in weight and load-carrying capacity for thin rectangular plate, it is widely used in many fields of technology such as civil, mechanical, aeronautical, marine, and chemical engineering [1].