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The Applicability of Probabilistic Calculation Methods in Building Thermal Technology and Energetics Nada Zdrazilova1,a*, Denisa Valachova2,b and Iveta Skotnicova3,c 1,2,3VSB – Technical University of Ostrava, Faculty of Civil Engineering, L.
Krejsa, Measured data processing in civil structure using the DOProC method.
Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series, vol. 12, 2012, pp. 243-252
In: Proceedings of the 12th International Conference on Civil, Structural and Environmental Engineering Computing. 2009, 20 p
Building Services Engineering Research and Technology, vol. 25, Issue 4, 2004, pp. 317-326.

Application of Repair and Anti-Corrosion Technology on Reinforced Concrete Structures of a Domestic Wharf Xiaodong Zhao1, 2, a, Xiqiu Fan1, b and Meiling Tian 3, c 1School of Electromechanical Engineering, Zhejiang Ocean University, China316000 2Institute of Oceanology, Chinese Academy of Sciences, China 266071 3School of Naval Architecture and civil Engineering, Zhejiang Ocean University, China 316000 aPdanielxdzhao@yahoo.com.cn, bxiqiufan@163.com, ctian_ml@126.com Keywords: Marine Engineering; Reinforced Concrete Structure; Anti-Corrosion Coating Abstract.
At present, harbors, bridges, tunnels, marine engineering and constructions are increasingly developed in China, resulting in the rapid growth of reinforced concrete structures in coastal regions.
Large trestle wharf and other important marine engineering facilities are usually designed for 50 years or even centuries of service life.
Engineering receiving inspection and tracking results showed that the implementation of the program achieved good repair and anticorrosion effect.
Pech-Canul, M.Echeverria: Corrosion Engineering Science and Technology Vol.38(2003), p. 135-138

A Grey Correlation Model for Analyzing Ultimate Bearing Capacity of Large Diameter and Super-long Pile Jiewen Tu1, a, Aiping Tang1, b 1School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China atujiewen@163.com, btangap@hit.edu.cn Keywords: large diameter and super-long pile；ultimate bearing capacity；grey correlation analysis；distance analysis method Abstract: Large diameter and super-long pile has found abroad application in high buildings, super high buildings, large bridges and port engineering, and its ultimate bearing capacity is increasingly demanding.
Introduction Large diameter and super-long pile has found abroad application in high buildings, super high buildings, large bridges and port engineering, and its ultimate bearing capacity is increasingly demanding.
China Civil Engineering Journal，Vol.37，No.4，pp.64-69， (2004).
Chinese Journal of Geotechnical Engineering，Vol.20，No.6，pp.108-112，(1998).
Chinese Journal of Getechnical Engineering，Vol.32，No.3，pp.330-337，(2010).

Analysis of Settlement Caused by Tunnel underneath Existing Railway after Construction Zepei Xu1,2,a Xibing Li1,b 1School of Resources and Safety, Central South University, Changsha, 410083, China 2School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha, 410004, China axuzepei@163.com bxbli@mail.csu.edu.cn Keywords: Tunnel underneath railway.
With the engineering example, the fitting formula of settlement after construction can be used for analysis and prediction of similar engineering.
Journal of Railway Engineering, (2009),(10):59-63.
Journal of Railway Engineering Society, (2006),(08):80-84.
Chinese Journal of Underground Space and Engineering, (2010),(04):789-793.

Comparative Analysis on Different Types of Anchor Reinforcing Gravity Retaining Wall Defu Ma1,a, Lei Guo1,b, Jianqing Wu2,c and Zhidong Zhou2,* 1 Hydraulic Research Institute of Shandong Province,Jinan,250014,China 2School of Civil Engineering, Shandong University,Jinan,250061,China a6974554@126.com, b6974470@126.com, cwujianqing88@126.com *corresponding author Keywords: road engineering; gravity retaining wall; different types of anchor; comparative analysis Abstract.
Journal of Geotechnical Engineering, 2002,24(2),188-192
Geotechnical Engineering World, 2009, 12(10),60-62
Chinese Journal of Rock Mechanics and Engineering, 1996,15(4):333-337
Geotechnical Engineering Technique,Vol.19,2005

Utilization of high tech engineering materials such as composites has been extensively applied in the industries of civil, mechanical and aerospace due to their favourable characteristic such as high stiffness to weight ratio, improve corrosion and environmental resistance and potential reduction of processing.
Shohaimi, Experimental modal analysis (EMA) on coconut coir fibre reinforced composite, global engineers and technologists review. 1 (2011) 1-7
Reimund and U.Eckart, Future trends in production engineering: proceedings of the first conference of the german academic society for production engineering (WGP), Berlin, 2011 [4] M.
Azadeh, Fiber optics engineering.
Wright, The science and engineering of materials, USA:2011 [13] X.

Design and Simulation Analysis for Power Plant Coal Storage Bunker Girder Structure Fan Hong-mei 1,a, Shi Yun-xu 2,b,* 1 Shandong Aerospace Electro-technology Institute, Shandong Yantai, 264003,China 2 School of Mechatronic and automobile Engineering, Yantai University, Yantai 264005,China * Shi Yun-xu: Associate Professor, School of Mechatronic and automobile Engineering, Yantai University, Corresponding author.
Through the analysis of the professional software ANSYS, the structural safety coefficient reaches 3.39, meet the requirement of engineering.
Figure 5 Assembly of load-bearing beam Simulation Analysis Through the analysis of the professional software ANSYS, the structural safety coefficient reaches 4.7, meet the requirement of engineering.
The 7th National Conference on Structural Engineering，2007:561-564 [2] Zhang Ailin, Ren Weijir.
China Civil Engineering Journal, 2005, 38:26-30 [3] X.F.

All the performance indexes of fresh concrete and the concrete after 90mins have met the self-compacting concrete test standard of Japanese Civil Engineering Association and the construction requirements of fluid concrete.
The results show that the deformation values of three groups of mix ratio are with no significant difference from the consequences of the swell-shrinking properties under the limited conditions, while the restricted expansion rate is larger, yet the restricted drying shrinkage is small in Group 2, All the three mix ratios above have met the requirements of assessment index, which features that the 14d restricted expansion rate of the micro-expansion fluid concrete in the water is more than 1.5 × 10-4 . 4 Conclusion (1) C50-C80 fluid concrete can be prepared according to the requirements with CAN efficient water reducer, coarse aggregate of 5-16mm (or 5-20mm) and appropriate mix ratio, of which all the performance indexes meet the self-compacting concrete test standards of Japanese Civil Engineering Association and can be widely applied in engineering

References [1] Zhao Xiao: Analysis of new cable-bar joint in suspen-dome structure, Degree papers, Civil engineering, Zhejiang university, 2008 [2] Kawanuchi M: Design Tests and Realization of Suspen-Dome System, Journal of International Association for Shells and Spatial Structures,1999,40:P179~P192 [3] Chen Zhihua: Structure characteristics of suspen-dome structure system, Building Structures, 2004,34(5)：P38~P41
[4] Zhang Mingshan: Theoretical research of suspen-dome structure, Degree papers, Civil engineering, Zhejiang university, 2004 [5] Ge Jiaqi: Simulation of prestressing construction of suspen-dome structure, Construction Technology, 2006.12 [6] Zhang Ailin: Research of construction process of suspen-dome structure, Industrial Building, 2007.04 [8] Zhang Guofa: Research of cable sliding construction of suspen-dome structure, Journal of Zhejiang University (Engineering Science), 2008

Resistance Analysis of Reinforced Concrete Structures in Construction Nan Zhao1, a, Wen Yan 2,b 1 School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, 710055,China 2 School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, 710055,China azhaonan@xauat.edu.cn, b yanwen@ xauat.edu.cn Keywords: Early resistance force; Reduction coefficient; Reinforced strength utilization coefficient; Early-age concrete strength; Time-varying bonding effect Abstract.
The actual measurement engineering is a seven-layer of reinforced concrete frame structure in Xi’an.