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Gorshkov: The energy efficiency in the field of construction: questions of norms and standarts and solutions for the reduction of energy consumption at buildings, Magazine of Civil Engineering, 1 (2010)рр. 9-13
Petrichenko: Nonsteady filtration in a uniform soil mass, Power Technology and Engineering, (2012) pp. 1-3
Bukhartsev: Problem of filtration in a uniform rectangular soil mass is solved by variational principles, Power Technology and Engineering, 46 (3) (2012) pp. 185-189
Petrichenko: Approximation of the depression curve of the inflow to an ideal trench, Power Technology and Engineering, 44 (5) (2011) pp. 374-377
Murgul: Features of energy efficient upgrade of historic buildings (illustrated with the example of Saint-Petersburg), Journal of Applied Engineering Science, 12 (1) (2014) pp 1-10

Free Energy of Damaged Solids ZHANG Ji School of Civil Engineering, Tongji University, Shanghai, China zhang_ji@tongji.edu.cn Keywords: solid; damage; plasticity; free energy; energy release Abstract.
Introduction Damage mechanics constitutive models are widely used for engineering materials and have received a great deal of research efforts in the past decades.
Particularly, I pay most of my attention to isothermal (pure mechanical) processes because of their simplicity and applications in many engineering problems.
In continuum mechanics, the Clausius-Duhem inequality is expressed in terms of the stress s and strain e as (7) Damage and plastic evolution of engineering structures takes place only during loading, which belongs to the above situation ii.
Li, “Microelement formulation of free energy for quasi-brittle materials”, Journal of Engineering Mechanics-ASCE, vol. 140, 2014, no.06014008. ], which may take the form of Peach–Koehler forces on dislocation lines in crystals or static friction on microcracks in quasi-brittle solids.

Selection analysis of enclosure structure for deep foundation pit under Complicated Geological Conditions Hu Qi1, a, Luo Shengming1, b, Jiang Zhujin2, c 1Department of Civil Engineering, Zhejiang University of Technology, Hangzhou, 310032, China 2Key Laboratory of Soft Soils and Geoenvironmental Engineering of Education Ministry, Zhejiang University, Hangzhou, 310027, China ahuqi@zjut.edu.cn, blsmsxd@126.com, cjzhuj1201@126.com Keywords: deep foundation pit; enclosure structure; optimization analysis; Abstract.
On case study of engineering example, this paper researches enclosure structure selection for deep foudation pit in soft soil.
Engineering situation Some deep foundation project in soft soil alone the Zhe Jiang coast has two-layer basement, with 10m excavation depth.
Railway Engineering, 2007, (10): 55-56.

Fracture Analysis for Stiffened Aircraft Fuselage Using Substructure Method Jinsan Ju1, a , *Xiugen Jiang1,b and Xiangrong Fu1,c 1 Dept. of Civil Engineering, China Agricultural University, Beijing 100083, China; a jujinsan@tsinghua.org.cn, bjiangxiugen@tsinghua.org.cn, c fuxiangrong@tsingua.org.cn Keywords: substructure, hiearchical analysis, stress intensity factor, crack, stiffened fuselage.
Key Engineering Materials, Vol. 348-349(2007), p. 705
Computer Modeling and Simulation in Engineering, Vol. 4 (1999), p. 457
Engineering Fracture Mechanics, Vol. 52(1995), p.51
Key Engineering Materials, Vol. 324-325 (2006), p. 871. 0 200 400 600 800 0 25 50 75 100 125 150 175 200 a(mm) half lengh of the crack KI MPa sqrt (mm) C1 C2 0 1000 2000 3000 4000 5000 6000 7000 0 100 200 300 400 500 600 a(mm) half lengh of the crack KI MPa sqrt (mm) L1 L2

Improvement of the Indoor Environment and Airborne Contamination Control in an Operating Room Fu Jen Wang1,a, Yat Huang Yau2,b, Wen Bin Ng3,c, Chi Ming Lai4,d 1Department of Refrigeration, Air Conditioning and Energy Engineering, National Chin-Yi University of Technology, Taiwan 2Department of Mechanical Engineering, Faculty of Engineering, University of Malaya, Malaysia. 3Heating, Ventilating, Air Conditioning and Refrigerating Section, University Kuala Lumpur, Malaysia 4Department of Civil Engineering, National Cheng-Kung University, Taiwan.
Results in this study should provide valuable information to the facility engineer facing the high particle counts and microbial counts in the operating room for infection control.

Ramlan d Faculty of Mechanical Engineering, Universiti Teknikal Malaysia Melaka, Hang Tuah Jaya 76100 Durian Tunggal, Melaka, Malaysia.
Introduction Annoyance due to noise in a building is still one of major problems in engineering.
Hansen, Engineering Noise Control: Theory and Practice, E&FN Spon, London, 1996
State of the art review: Active structural control in Civil Engineering, Engineering Structures, 1988

Nowadays, Steel girders with corrugated webs are used widely in bridges, civil buildings and aviation as a new structure form.
Engineering Structures 28(2006)1941-1955 [2] El-Dakhakhni WM.
ASCE Journal of Structural Engineering, ASCE 1976;102(ST7):1431–45
ASCE Journal of Structural Engineering, ASCE 1975;101(11):2205–22
In: Proceedings of the AISC engineering conference. 1988. p. 12-1–12-22.

Research on the Strength Growth Model of Peat Soil Jingwei Wang1, a,Wen Pan2, b, Zhuoyin Jiang3,c Faculty of Civil and Architectural Engineering, Kunming University of Science and Technology Kunming, Yunnan, 650500, China a304693863@qq.com, b502854199@qq.com, c419171180@qq.com Keywords: Peat soil, curing agent, compressive strength Abstract: The Dian Lake Peat soil is studied as the research object in this paper, through the strengthening treatment by adding the cement and some suitable additives as well as a certain amount of waste residue, the compressive strength are taken into consideration in comparison in the different curing composition and other factors in performance of solidified soil.
To the age of 28 days, the strength of solidified soil of cement content from 15% to 22% is basic flat, but it increases rapidly and is a linear relationship between 22% to 28%.Therefore, the cement dosage of 22% is the demarcation point, when choosing cement dosage, the ratio of curing agent and engineering economy should be combined with consideration.
Due to the poor engineering properties of peat soil, the effect is often not ideal only to reinforce the peat soil mixed with curing agent and cement.
GB50021-2001 Geotechnical engineering specification[S] Beijing: China Building Industry Press, 2002:136-137
West-China Exploration Engineering,2006,04:21-22

Construction Technology Research of RC Beams Strengthened With Prestressed CFRP Plates Chen Hua1, a, Kang Kan 1, b, Deng Langni 1, c 1 Department of Civil Engineering and Architecture, Guangxi University of Technology, Liuzhou, Guangxi, 545006, China achhuaua@163.com, ckan209@qq.com, clangni666@126.com Key words: prestress; carbon fiber reinforced plastics plates (CFRP plates); concrete beam; construction technology; test Abstract.
CFRP fabric and CFRP plates are two types of CFRP sheets commonly used in engineering.
Anchorage and prestressed tension device Anchorage and prestressed tension device for reinforcement concrete beams strengthened with prestressed CFRP plates should have the following characteristic in order to apply in practical engineering: (1) The CFRP plates were prestressed effectively
The tests shows that the device and construction technology are applicable to practical engineering.
Experiment of beams strengthened with prestressed CFRP plates indicate that prestressed CFRP plates supporting anchorages and the construction technology is mature, reliable, easy to use, can be directly applied in practical engineering.

Prediction models of shrinkage and creep for concrete columns Yigang Lv a, Jianren Zhang b and Kang Xu c School of Civil Engineering and Architecture, Changsha University of Science & Technology, Changsha 410004, China a lvyigang19781030@163.com, b jianrenz@hotmail.com, c 420309182@qq.com Key words: Concrete columns, Shrinkage and creep, Prediction models, Coefficient.
Acknowledgements This work was financially supported by the Open Fund of the Key Laboratory of Bridge Engineering of Changsha University of Science & Technology(10KA10), the Science and Technology projects of the Ministry of Communications in Western Construction (2006 318 223 02_08) and the National Natural Science Foundation of China (50878031) .
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Bazant: Nuclear Engineering and design Vol. 203(2001), p. 27 [7] F.
Torrenti: Engineering Structures Vol. 27(2005), p. 239 [8] Pietro Giovanni Bocca and Paola Antonaci: Cement and Concrete Research Vol. 35(2005), p. 1776 [9] Di Hu and Zhengqing Chen: China Railway Science Vol. 24(2003), p. 43(In Chinese) [10] Weichen Xue and Wei Wang: Journal of the China Railway Society Vol. 28(2006), p. 93(In Chinese) [11] Zdenek P.