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China 2Department of Civil and Architectural, Wuhan University, Wuhan 430072, P.R.
In practical engineering, the damper must join with the supporting bar, and be installed in the building structure.
In engineering practice, the velocity index is generally taken , and simplified Maxwell model is frequently used, which is expressed as: (2) Where, is the velocity index, which is selected according to engineering design requirements.
In engineering practice, is usually taken by 0.2 to 0.55.
China Civil Engineering Journal, Vol. 41 (2008) No.6, p.14 (In Chinese) [6] L.

According to an practical construction of an subway station, the foundation excavation three dimensional model was built by FLAC3D from the need of practical engineering.
Engineering Situation Regional Tectonic Features.
Chen (ed.), American Society of Civil Engineers, New-York, 1997, pp. 260-269

Research of slope back analysis based on inclination monitoring data Wan-li CHAO 1,2,a, Xing-hua WANG 1,b 1 School of Civil and Architectural Engineering, Central South University, 68 Shaoshan South Road, Changsha China 410075, 2 Hunan Communications Research Institute 472 Furong Road, Changsha China 410074 a 33cwl@163.com, b xhwang@mail.csu.edu.cn Keywords: slope engineering, back analysis, inclination data, block Abstract.
Chinese Journal of Rock Mechanics and Engineering Vol. 20(2001), p. 1-5, in Chinese
Engineering Mechanics.
Chinese Journal of Geotechnical Engineering.
Journal of Hydraulic Engineering.

Experiment study on the durability of geotechnical prestressed anchorage structure under cyclic loading Sifeng Zhang1, a, Xiuguang Song2,b , Yanmei Li3,c 1School of Civil Engineering, Shandong Jianzhu University, Jinan 250101, China; 2 School of Civil Engineering，Shandong University, Jinan 250061, China; 3 Shandong Academy of Environmental Science, Jinan 250013, China; asddxzsf@163.com, bsongxiuguang@sdu.edu.cn, cqqhrlym@163.com Keywords: Geotechnical anchorage structure; Prestressed force fluctuation; Cyclic loading; Durability; Model test Abstract: Based on the analysis of the pretension force influence factors for geotechnical prestressed anchorage cables that are used in a practical engineering, the cyclic loading characteristics of prestressed force long-term variation is revealed, and the conception of large and small cycles of prestressed force variety are also put forward.
Chinese Journal of Rock Mechanics and Engineering, 2008, 27(3): 607-614.
Chinese Journal of Rock Mechanics and Engineering, 2005, 24(12): 2113-2118.
Chinese Journal of Rock Mechanics and Engineering, 2007, 26(9): 1888-1892.
Geotechnical Engineering in world, 2009, 12(6): 63-66.

Structural Health Monitoring of a Historical Masonry Bell Tower Using Operational Modal Analysis Elisa Bassoli1,a, Marianna Forghieri,1,b, Loris Vincenzi,1,c, Marco Bovo,2,d, and Claudio Mazzotti,2,e 1University of Modena and Reggio Emilia, Department of Engineering "Enzo Ferrari", Modena, Italy 2University of Bologna, Department of Civil, Chemical, Environmental, and Materials Engineering, Bologna, Italy aelisa.bassoli@unimore.it, bmarianna.forghieri@unimore.it, cloris.vincenzi@unimore.it, dmarco.bovo@unibo.it, eclaudio.mazzotti@unibo.it Keywords: Structural health monitoring, sensor placement, system identification, model updating.
The financial support of the Italian Department of Civil Protection is gratefully acknowledged.References [1] G.
Vincenzi, "Damage and collapses in industrial precast buildings after the 2012 Emilia earthquake," Engineering Structures, vol. 137, pp. 162 - 180, 2017
Fabbrocino, "Automated output-only dynamic identification of civil engineering structures," Mechanical Systems and Signal Processing, vol. 24, no. 3, pp. 678 - 695, 2010
Savoia, "Coupling response surface and differential evolution for parameter identification problems," Computer-Aided Civil and Infrastructure Engineering, vol. 30, no. 5, pp. 376-393, 2015.

Sandy pebble soil distributed abroad in Sichuan, so it was widely used in engineering construction.
It is got in the construction engineering extensively.
Journal of Geotechnical Engineering’, ASCE, 1995,121(3): 287-298 [3] Hardin B O，Drnevich V P.
‘Shear modulus and damping relationships for gravels’，Journal of Geotechnical and Geo environmental Engineering, ASCE, 1998 [5] Atkinson J H, ‘Sallfors G.
Experimental determination of stress strain time characteristics in laboratory and in-situ test’，Proc10thEurConfSiol Mech And Found Engineering.1991

Efficient Strain Based Triangular and Sector Elements for Elasticity Problems Messaoud BOUREZANE Civil Engineering Department, University of Biskra, BP 145 RP, 07000 Biskra, Algeria bourmess@yahoo.fr Keywords: Strain approach, rigid body motion, degree of freedom, triangular element, sector element, independent functions, compatibility equations.
Journal of Structural Engineering Volume 124, Issue 6 (1998)704-711
International Journal for Numerical Methods in Engineering.
International Journal for Numerical Methods in Engineering.
AFPC Emploi des éléments finis en Génie civil, Hermès, (1995)

The Characteristics and Construction of CFG Pile Composite Foundation SuQing Cao1,2,a, Mei Yang1,2,band XiaoFei Xin3,c 1 College of Civil And Architectural Engineering, Hebei United University, Tangshan 063009, China 2Earthquake Engineering Rresearch Center of Hebei Province, Tangshan 063009, China 3 The Second Geology Group of Hebei Provincial Pynn, Tangshan 063000, China ajgcsq@qq.com, bywdym2002@126.com, cyantu_xxf@163.com Keywords: CFG pile, Composite foundation, construction Abstract.
Engineering properties of CFG pile composite foundation Section Headings.
Artificial pickup is widely adopted in engineering; machinery removed can be used for larger workload process.
CFG Pile Composite Foundation Technology and Engineering Practice (2010), in Chinese
[2]Xishan Zhao and Huizhen Yu.West-CHINA Exploration Engineering，Vol. 4(2013), p. 27, in Chinese.

Box 2554, School of Civil Engineering, Campus two, Harbin Institute of Technology, 73 Huang-he Road, Nan-Gang District, Harbin, China 2College of Civil Engineering, Huaqiao University, Quanzhou, China ayangzhinian213@sohu.com, bDongYL1965@163.com Keywords: Two-way concrete slab, Clamped edges, Furnace test, Thermal response, structural behavior.
Moore: The Structural Engineer, Vol. 77 (1999) No.8, p. 15
Martin: The Structural Engineer, Vol. 81 (2003) No.2, p. 27
Moss: Engineering Structures, Vol. 26 (2004) No.8, p. 1081
Toh: Engineering Structures, Vol. 29 (2007) No.10, p. 2775

This book covers these topics: Materials Engineering and Technology, Mechanical Engineering, Design Technology and Engineering, Applied Thermodynamics, Heat Transfer, Energy Conversion, Electrical Engineering and Electric Machines, Power System and Energy Engineering, Its Applications, Instrumentation, Measurement Technologies, Analysis and Methodology, Electronics and Integrated Circuits, Embedded Technology and Applications, Mechatronics and Robotics, Modern Control, Automation and Reverse Engineering, Civil Engineering, Manufacturing and Industrial Engineering, Management Applications, Mathematics, Signal Processing and Data Mining, Information Technologies and Networks.
Mohammad Israr, Balaji Engineering College, India Prof.
Chi-Yi Tsai, Department of Electrical Engineering, Tamkang University, Taiwan Prof.
Der-Feng Guo, Department of Electronic Engineering, Air Force Academy, TAIWAN Dr.
Abdul Rehman Abbasi, Karachi Institute of Power Engineering, Pakistan Dr.