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Petersburg on the basis of light steel thin-walled structures and de-icing system] (2010) Magazine of Civil Engineering, 2, pp. 59-64
Raschetnyiy metod obosnovaniya tehnologicheskih meropriyatiy po predotvrascheniyu obrazovaniya ledyanyih damb n akryishah zdaniy so skatnoy krovley [Calculating method of substantiation of technological measures to prevent the formation of ice dams on the buildings with a sloping roof] (2012) Magazine of Civil Engineering, 3, pp. 69-71
Penobeton zadannoy sredney plotnosti dlya utepleniya cherdachnykh perekrytiy [Foam concrete with a predetermined an average density for insulation of an attic floor] (2011) Magazine of Civil Engineering, 8, pp. 19-24
Renovatsiya cherdachnykh perekrytiy kak inzhenerno-tekhnicheskoye meropriyatiye po predotvrashcheniyu obrazovaniya naledey na kryshakh [Renovation attic floors as engineering and technical measures to prevent the formation of ice dams on roofs] (2012) Construction of Unique Buildings and Structures, 3, pp. 87-90
Crust Removal On The Cornices Of Metal Roofs (2013) Scientific Herald Of The Voronezh State University Of Architecture And Civil Engineering.

Magnetorheological damper (MR damper) has been expected to control the response of civil and building structures in recent years, because of its large force capacity and variable force characteristics.
M., "Compensation of actuator delay and dynamics for real-time hybrid structural simulation," Earthquake Engineering and Structural Dynamics, Vol.37, 21-42 (2008)
Spencer, Jr., "Smart Base Isolation Strategies Employing Magnetorheological Dampers," Journal of Engineering Mechanics, ASCE, Vol. 128, 540-551, March (2002)
A., "Vibration Control Using Semi-Active Force Generators, Journal of Engineering for Industry," Transactions of ASME, May 1941, 619-626
:Application of Optimal Control Theory to Civil Engineering Structures,ASCE,Journal of the Engineering Mechanics Division,EM6,818-838(1975)

Review of Durability of Fiber Reinforced Polymer (FRP) Reinforced Concrete Structure Yaohong Huang 1, a, Yongchang Guo 2,b 1 School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou, 510006, China 2 School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou, 510006, China aemail:scofieldhwang@gmail.com, bemail:guoyc@gdut.edu.cn Keywords: Durability FRP Reinforced Concrete Abstract.With the wide application of FRP reinforced concrete structure, the durability of FRP reinforced concrete structure causing more and more attention .
Introduction Fiber reinforced polymer has many advantage , such as lightweight , high strength , corrosion resistance , etc , and gradually widely used in civil engineering .Domestic and foreign study and practice results show that externally bonded FRP reinforced concrete structures with good mechanical properties .
Civil Engineering Journal, 2009(11):8-14
Composites Part B:Engineering, 2002,33(4):255-261
Composites Part B: Engineering, 2005,37:200-212

The project management usually results in putting the civil engineering project into operation but while respecting the knowledge in the importance of operating costs for total effectiveness of the project during its life cycle, the project management should be extended over the complete life cycle of the building (including critical nodal points in exploitation of building).
In the course of designing and considering a future investment, the architect and the other participants to civil engineering project view the future facility with an eye of cheap acquisition costs from which they will get maximum benefits during exploitation, but the contrary is the case.
In the first phases of life cycle as well as in the civil engineering project, a lot of decision making take place, refer to Fig. 1, in which ideas of the investor about the properties and parameters of the facility are formed and it is indirectly decided on future operation and exploitation of the designed facility.
It incorporates the principles of business administration, architecture, humanities and engineering.
Newly emerging BIM philosophy in designing constructions contribute to discovering collision situations in the project stage of the civil engineering project in advance, e.g. between the supporting system and utilities, but these systems are not smart enough to be able to substitute the man – facility manager.

Influencing Factors of Temperature Action and Joint Distance of Reinforced Concrete Frame and Bent Structures Song Li1 Liao Hongjian 2 Xu Hui3 Wu Shengxing 4 1 Department of Civil Engineering, Xi'an Jiaotong University, Xi'an , P.R. of China,710049 2 Department of Civil Engineering, Xi'an Jiaotong University, Xi'an , P.R. of China,710049 3 Department of Civil Engineering, Xi'an Jiaotong University, Xi'an , P.R. of China,710049 4 Department of Civil Engineering, Hohai university, Nanjing, P.R. of China, 210098 Key Words: reinforced concrete, temperature action, expansion and contraction joint distance Abstract: A nonlinear program analyzing reinforced concrete frame and bent structures under temperature action is developed and improved.
However abnormal phenomenon often appears in engineering practice.
Otherwise more and more engineers appeal to cancel joint distance.
In engineering practice[3][4], some methods ignore the action of temperature, in some instance, it leads to excessive expansion of temperature crack and excessive adding of structure distortion and as a result affecting structures' using and wear; some don't have reasonable reinforcing criterion; and others over estimate temperature effect, so have to reinforce too much and thus the methods are paradoxical with fact and experience.
Above all, the changing extent of internal forces of story increase of multi-storied is smaller than height increase of one-storied. 3.3Temperature Action Analysis As to one-storied, multi-storied frame and bent structures under uniform, linear and nonlinear temperature and their combination, temperature internal force difference rule are drawn in literature[1]. 4.Example of Practical Engineering Temperature action should be considered when super-length frame or bent structures' temperature joint distance is forbidden according to requirement.

Study on Performance of Fiber Reinforced Concrete Composite Beam Structure Li-Na Zhang1, a*, Cide Peng1, b, Ting Shu1, c 1Civil and Architectural Engineering Department, East China University of Technology, NanChang, Jiangxi, 330013 *azlnecit@163.com, bpengcide1280@163.com, cST49306@163.com Keywords: FRP, Composite structure, Mechanical performance.
FRP materials in civil engineering industry has been more and more popular, and gradually become a hot issue in the world.
Introduction Steel and concrete is the main building materials in the current foundation engineering, but in recent years, Reinforced concrete structure and steel structure corrosion, deterioration and other issues are particularly serious, Corrosion of steel is the most prominent [1].
Safety and durability of civil engineering structure, Beijing: China Architecture & Building Press, (2003)

Candidate, Civil Engineering Faculty, Istanbul Technical University, Istanbul.
Candidate, Civil Engineering Faculty, Istanbul Technical University, Istanbul.
Turkey 3Ph.D, Civil Engineering Faculty, Istanbul Technical University, Istanbul.
Turkey 4Professor, Civil Engineering Faculty, Istanbul Technical University, Istanbul.
Kumbasar, FRP retrofit of low and medium strength circular and rectangular reinforced concrete columns, ASCE Journal of Materials in Civil Engineering 20(2) (2008) 169-188.

Analysis of transmission tower structure with Pushover Method Kang Qin1, a, Zhonggen Xun2,b and Changgen Deng3,c 1Department of Civil Engineering, Guangzhou University, Guangzhou 510006,China; 2Department of Civil Engineering, Guangzhou University, Guangzhou 510006,China; 3Department of Civil Engineering, Tongji University, Shanghai 200092,China aqinxiaokang_123@163.com, bxuzhonggen@263.net, cdengcg@tongji.edu.cn Keywords: Pushover method, Transmission tower, Elastic-plastic analysis, Performances Abstract: Pushover method is mainly used to find the weak part of the structure and possible failure modes.
By the performance points, the structural seismic capacity can be checked[9]. 3 An engineering example Fig.1.
Seismic Responses of Long-Span Transmission Tower-Line System[J]．Engineering Mechanics，2008，25( 11):212-217.
The basic principle and a case study of the static elastoplastic analysis( Pushover Analysis)[J].World Earthquake Engineering,2004,20(1):45－53.
The effect of many different lateral load patterns in the Pushover analysis[J].World Earthquake Engineering,2007,23(3):120－127.

The Algorithm to Measure Crack Width with Incircle Baozhen Ge 1, 2, a, Qijun Luo 1, 2, Bin Ma 3, Yongjie Wei 4, b, Bo Chen 4, Shengzhao Jiang 1, 2 1Key Laboratory of Opto-electronic Information Science and Technology, Ministry of Education, Tianjin, 300072, China 2College of Precision Instrument and Opto-Electronics Engineering, Tianjin University, Tianjin, 300072, China 3School of Civil Engineering, Tianjin University, Tianjin, 300072, China 4School of Mechanical Engineering, Hebei University of Technology, Tianjin, 300130, China agebz@tju.edu.cn, byj.wei@163.com Keywords: Crack width; Refinement; Incircle; Image morphology Abstract: Crack is a major defect of buildings.
[4] Qiu Hui, Li Long, You Zhiguo translate, Eurocodes2: Design of Concrete Structures, "European norms" Technical Committee, Civil and Hydraulic Engineering, Dalian University of Technology, Institute of Structural Engineering Print, 2002
[5] Japan Society of Civil Engineers, Standard Specifications for Concrete Structures, 2002
[6] China Engineering Construction Association standards, CECS_293-2011, Housing fracture detection and processing technical regulations, Beijing: China Planning Press, 2011

The influence of the strong aftershocks on seismic performance on long-span arch bridges based on the energy method Yonglian Gong 1, a, Airong Liu 2, band Qicai Yu 3, c 1 College of Civil Engineering, Guangzhou University, Guangzhou 510006, China 2 College of Civil Engineering, Guangzhou University, Guangzhou 510006, China a helloyonglian@163.com, bLiu-a-r@163.com, czhydxs@ihw.com.cn Keywords: Arch bridge; Energy method; Strong aftershocks; Seismic performance Abstract: Equivalent seismic wave can be formed by a main wave and two strong aftershock waves on the basis of energy equivalent principle.
Engineering example The Finite element modle simplified of long span arch bridge are established with the Midas/civil software, as shown in figure 1.
Chongqing construction engineering institute, Vol.1 (5) (1993) P.1-7( In Chinese) [4]Gosain N.K,Brown R.H.
Earthquake engineering and engineering vibration, Vol.16 (1996),P.44-54.( In Chinese) [7] Bo Wu, Pingjin Ou.
Earthquake engineering and engineering vibration, Vol.13(3)(1993),P.28 -34.( In Chinese)