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Acknowledgements Author introduction:Wang Weiyu, Research Institute of Architecture Science of Hebei, Senior engineers, master degree, research direction in civil engineering.
Chinese civil engineering society the 8th soil mechanics and geotechnical engineering academic conference proceedings.Beijing, Academy Publishing House,1999.10
Zhejiang university engineering Ph.D.
The study on optimization design of variable length pile-rafe foundation [J], Civil Engineering in China-Current Practice and Research Report, 2011
Civil Engineering in China-Current Practice and Research Report, 2011

Lourenço3,e 1Assistant Professor, ISISE, University of Minho, Department of Civil Engineering, Portugal 2Former Master Student, ISISE, University of Minho, Department of Civil Engineering, Portugal 3Full Professor,ISISE, University of Minho,Department of Civil Engineering, Portugal aisabelv@civil.uminho.pt, blramos@civil.uminho.pt, ckevin.dick.vazquez@estudiant.upc.edu, da48765@alunos.uminho.pt, epbl@civil.uminho.pt Keywords:Dynamic analysis, modal testing, FE, mode shape, sensitivity analysis.
Figure 1 The Paradela Bridge [2] Tua line was designed in 1878 by the Portuguese engineer Antonio Pinheiro.
The simplicity of Paradela Bridge combined with its current unused state represented an opportunity to understand the behaviours of a structural form that was common to bridge engineering in late XIX century and early XX century.
International Conference on Noise and Vibration Engineering Katholieke Universiteit Leuven (2006) [9] Bishop, R.E.D.; Gladwell, G.M.L., An investigation into the theory of resonance testing The Royal Society (1963) [10] SAP2000,Release 15, Computers and Structures, Inc. (2012) [11] DIANA, Release 9.4, TNO Delft, Netherland (2012) [12] European Standard.

Tech Student, Department of Civil Engineering, National Institute of Technology Karnataka, Surathkal, Mangalore-575025, India 2Research Schloar, Department of Civil Engineering, National Institute of Technology Karnataka, Surathkal, Mangalore-575025, India 3Assistant Professor, Department of Civil Engineering, National Institute of Technology Karnataka, Surathkal, Mangalore-575025, India aswapnilthete10@gmail.com, barpitha.5790@gmail.com, csumansaha.civil@gmail.com, dbcrajasekaran@nitk.ac.in Keywords: Self Compacting Concrete, Quarry Dust, fine aggregates, strength.
Acknowledgements The authors would like to thank Department of Civil Engineering of National Institute of Technology Karnataka, Surathkal for the support to do this research.
Journal of materials in civil engineering, 22(10), (2010), pp. 1025-1032
ARPN Journal of Engineering and Applied Science, 4(4), (2009), pp. 83-89

Simulation of Engineering Structure’s Fluctuating Wind Velocity Based on the Linear Filter Method Yu Yanli1, Huang Anping2 and Wang Guobo1 1 Wuhan University of technologuy, School of Civil Engineering and Architecture, Wuhan, China 2 China Construction Third Engineering Bureau Co..LTD, Wuhan China email: yyl@whut.edu.cn, Myth2016@163.com Keywords: Large-span structures, spatial correlation, linear filter method, time-history of fluctuating wind velocity Abstract.
Journal of Structural Engineering, ASCE, 1987, 13 (12) : 2382-2398
Choo, “The applicat-ion of auto-regressive time series modeling for the time-frequency analysis of civil engineering structures”.
Engineering Structures, vol. 23, 2001, pp: 521-536.

Wooden House from Natural Renewable Materials Lucie Kucerova1, a, Radim Trajkov1,b 1VSB- TU Ostrava, Faculty of Civil Engineering, Ludvika Podeste 1875/17, 708 33 Ostrava- Poruba, Czech Republic a lucie.kucerova@vsb.cz, b radim.trajkov.st@vsb.cz Keywords: Wooden building, wooden house, condensation of water vapor, cellulose.
Incorrectly performed details may considerably affect the properties of the whole structure both in terms of thermal technical engineering and mechanical stability.
Introduction There is a significant development in some fields of civil engineering.

Although the use of fracture mechanics based techniques in the evaluation of fatigue resistance in civil engineering has expanded steadily, it's application in the field of orthotropic bridge decks remains very small.
Fracture mechanics based design rules have become more and more present throughout different fields of engineering (e.g. aero-space, mechanics, automotive,…).
Probably, the civil engineering branch is the most conservative of these.
[9] Wolchuk, R., Lessons from Weld Cracks in Orthotropic Decks on Three European Bridge, Journal of Structural Engineering, 116(1), pp. 75-84, 1988
[12] Wolchuk, R., Secondary Stresses in Closed Orthotropic Deck Ribs at Floor Beams, Journal of Structural Engineering, 118(2), 582-595, 1992

Large Extrusion Deflection Control Technology for Tunnel in Active Fault Zone ZHANG Sumin 1,2 ZHU Yongquan2 LIU Zhichun2 1School of Civil Engineering,Southwest Jiaotong University, No.111, Erhuanlu BeiyiduanChengdu,P.R.C,610031 2School of Civil Engineering, Shijiazhuang Tiedao University, 17 Northeast, Second Inner Ring , Shijiazhuang, Hebei, P.R.C. 050043 zsm6337@stdu.edu.cn Keywords: Tunnel, deflection control, high geostress, active fault Abstract.
Introduction The engineering geology & hydrogeology of Wuqiaoling tunnel is very complicated, especially several large fault belts developed at the ridge section.
Aver. right Originaly 716.12 353.54 153.21 70.24 YDK177+505 mid.arch — — After improved 310.51 124.87 79.65 30.76 YDK177+370 wall foot 23.00 2.70 left Originaly 1209.38 831.01 167.53 87.54 DK177+535 mid.arch 21.53 0.16 After improved 367.03 195.60 81.61 35.90 DK177+290 crown 13.56 3.94 Acknowledgements The author would like to thank his collaborators from Shijiazhuang TiedaoUniversity, civil engineering institute for painstaking .
References [1] GOU Biao, ZHANG Yi -bin: JOURNAL OF RAILWAY ENGINEERING SOCIETY. (2009), p. 40 [2] Wang Y.
,etc.: JOURNAL OF CHINA ＆ FOREIGN HIGHWAY.VOL.29(2009).p.200 [3]Liu.Z.C.etc: Chinese Journal of Geotechnical Engineering.Vol.30(2008).p.690 [4]Zhang Z.Q.

The mechanisms of heat transfer in normal underground engineering envelope, simplified calculation for heat transfer in the underground engineering envelope and the dynamic emulation of the heat load of the underground engineering envelope.
Precise dynamically calculate the heat transfer capacity of the envelope engineering, in order to achieve the dynamic simulation of the air conditioning load of underground engineering.
Table 1 Thermophysical parameters of the building materials and the soils material /(kg m–3) /(J kg–1 K–1) /(W m–1 K–1) /(m2 h–1) reinforced concrete 2500 0.92×103 1.74 0.0027 light clay 1200 1.01×103 0.47 0.0014 The air conditioning loads of the civil air defense projects include personnel, equipment, lighting and new wind load.
Figure 1 The underground engineering envelope heat transfer model Supposing the underground engineering indoor heat load completely caused by underground engineering envelope structure to maintain the room temperature 26 ° C, requiring the heating device to adjust.
The overall underground engineering dynamic load simulation system is shown in Figure.2.

Grid Indentation and Statistic Deconvolution: Limitations and Accuracy HRBEK Vladimír 1, a, * and KOUDELKOVÁ Veronika 1, 2, b 1 Czech Technical University in Prague, Faculty of Civil Engineering, Thakurova 7/2077, 166 29 Prague 6, Czech Republic 2 The Institute of Theoretical and Applied Mechanics Academy of Science CR, v. v. i., Prosecka 809/76, 190 00 Praha 9, Czech Republic a vladimir.hrbek@fsv.cvut.cz, bpetranova@itam.cas.cz Keywords: Indentation; Microstructure; Phase; Heterogeneity; Grid Indentation; Scanning Electron Microscopy.
The evaluation of heterogeneous materials used in civil engineering on the microscopic level has become important aspect in proper understanding of the macroscopic behavior of the material.

Sacramento: Am-eican Society of Civil Engineers, 2008: 125-141
Field Measurement and Development of an Experimental System for Fatigue-Cracking from Weld Roots between Deck Plate and U-rib in Orthotropic Steel Decks[C] American Society of Civil Engineers .Orthoropic Bridge Conference.
Sacramento: American Society of Civil Engineers, 2008: 345-357
Analysis of Distress Characters and Design of Steel Orthotropic Bridge Decks Pavement in China[C]// American Society of Civil Engineers .Orthoropic Bridge Conference.
Sacramento: American Society of Civil Engineers, 2008: 184-192