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And, the application of rapid detection techniques to the concrete quality controlin practical engineering has achieved good results.
In civil engineering applications in China, the concrete strengthis generally evaluated according to GB/T50107-2010Standard for Test and Evaluation of Concrete Compression Strength by testing 28dstrength of standard specimen.
To this end,a lot of engineering and technical personnel at home and abroad have made great efforts to try to solve this problem.
Engineering applications This technique has been applied to the concrete construction quality control of a highway bridge under construction.

The Improved Elastic Stiffness Method based on Energy Dissipation System with Buckling Restrained Brace Design Xi Zhao1, a, Wen Pan2,b and Jingxu Song3,c 1 Faculty of Civil Engineering & Architecture, Kunming University of Science and Technology, Kunming 650500, China） 2Yunnan engineering earthquake research institute,China 3Yunnan engineering earthquake research institute,China a46744518@qq.com, bpanwen@vip.sina.com, csongjingxu@aliyun.com Keywords: frame-core tube; energy dissipation system with buckling restrained brace; improved elastic stiffness method Abstract.
By the practical engineering example which height of frame-core tube is 144m, the design steps and user principles of the method are clearly illustrated.
An engineering example In this example, the total height of the main structure is 144.4m and the system is the frame-core tube, The fortification intensity is 8 degrees, the basic seismic acceleration is designed as 0.2g and the classification of design earthquake is in the second group , site classification is of Ⅲ .
Engineering Mechanics, 1997
Earthquake engineering(In Chinese) [M]: China Building Industry Press, 2000

Research on Evaluation Principle and Method for Green Building Bing Yan College of Civil Engineering and Architecture, JiangXi Scienci and Technology Normal University, JiangXi, China 375041837@qq.com Keywords: Green building; Evaluation method; Architecture.
The architecture of green building is a complex system engineering, it urgently need to build the green building evaluation tools as technical support for operation, and make the multi-level partners who participated in the construction process form the consensus.
Introduction Building the architecture of green building is highly complex system engineering.
In order to realize the engineering, environmental engineers and architects must use sustainable design method and the decision makers, management institutions, community organizations have the environmental consciousness, and all participate in the construction process [1,2].
[3] Weimin Wang, Hugues Rivard, Radu Zmeureanu, Floor shape optimization for green building design, Advanced Engineering Informatics, 20(2010) 363-378

Research on the Construction of the Underground Street Passage with FLAC 3D Xiaobing Li1,2, a, Linyou Pan1, b, Xianbin Zhang1,c and Jie Wei1, d 1College of Architecture and Civil Engineering, Wenzhou University, Wenzhou, Zhejiang, 325035, China 2 MOE Key Laboratory of Soft Soils and Geoenvironmental Engineering, Zhejiang University, Hangzhou, Zhejiang, 310027, China alixiaobing69@163.com, bply51204@163.com, ccangnanzxb@163.com, dweijie0826@yahoo.cn Keywords: Underground Street passage, FLAC 3D, Numerical Simulation.
Much important engineering information was obtained, such as the displacement deformation and stress nephogram of the passage, which can be referred for the construction of the similar underground projects in soft soil areas in future to make the projects more reasonable, safe and economical.
Engineering Situation The project is located on the Western College Road, Wenzhou City, between the gate of the Second Affiliated Hospital of Wenzhou Medical College and the Wenzhou Medical College.
Actually, the measured maximum settlement of the ground during the construction is 32.3mm, larger than the calculated value, the reasons for the deviation between the calculated value and the measured value is associated with the assumptions of the numerical simulation, they are as follows: ① numerical calculation is entirely done according to the design of the engineering and the conditions of the construction, but it can not be completely consistent with the actual construction. ② during the process of the numerical calculation, each of the construction’s process is a continuous convergence, but in fact the time lad exists. ③ the mechanical parameters of formations in the numerical calculation have a bias with the actual situation.
[5]R.B.Peck, Deep excavation and tunneling in soft ground, Proceedings of the Seventh International Conference on Soil Mechanics and Foundation Engineering, Mexico, 1969, 225-290.

Power Series Solution of Nonlinear Free Vibration Frequency of Isotropic Rectangular Thin Plates in Large Amplitude Changjiang Liu1, a, Zhoulian Zheng1, 2, b, Weiju Song1, c, Yunping Xu1, d and Jun Long1, e 1College of Civil Engineering, Chongqing University, Chongqing 400045, China 2Key Laboratory of the Three Gorges Reservoir Region’s Eco-Environment, Chongqing University, Ministry of Education, Chongqing 400045, China a changjiangliucd@126.com, b zhengzhoulian@yahoo.com.cn, c 419393576@qq.com d david_hsu9@163.com, e 913705331@qq.com Keywords: Power Series, Nonlinear, Vibration, Large Amplitude, Plates Abstract.
Introduction Plate structures are widely applied to aerospace engineering, ocean engineering, vessel manufacture engineering, construction engineering, transportation industry, precision instrument industry, military engineering and other fields, such as rocket tail, offshore oil platform, floor and roofing board of building, ship deck, head plate of fixed heat exchanger, elastic element of precision instrument and so on.
In all of these engineering fields, it is inevitable that plenty of vibration problems of plate structures will be involved, especially for the geometric nonlinear vibration.
Liew: Computer Methods in Applied Mechanics and Engineering Vol.198 (2009), p. 2796–2811
Liu, et al.: Mathematical Problems in Engineering Vol.2009 (2009), p. 1–9

The Inverse Modeling Method of Rock Rheological Model Zhang Xiang-donga ,Ruan Jian-jianb ,Lan Chang-yu c (Institute of Civil Engineering and Transportation , Liaoning Technical University, Liaoning Fu Xin 123000,China) a email: zhxd2008@yahoo.com.cn, b email: 524298604@qq.com Key words: Rheological Model; Inverse Method; The Constitutive Equation Abstract: Along with the economical and the industrialization development.
Rock rheological is the main reason for rock big deformation of underground rock engineering, tunnel excavation engineering, underground mining, slope, etc.
Chinese Journal of Rock Mechanics and Engineering, 2008, 27(5):1028-1035
Chinese Journal of Rock Mechanics and Engineering, 2001, 21(5): 632~634
Chinese Journal of Rock Mechanics and Engineering, 2001,20(6):772~779

Random earthquake response analysis of eccentric structure with base isolation Aping Wang1,3, a, Peng Chang1,b and Peng Zhang2,c 1College of Civel Engineering and Architecture, Beijing Jiaotong University, Beijing, 100044, China 2School of Civil Engineering, Xi’an University of Architecture & Technology, Shaanxi, Xi’an, 710055, China 3Beijing Longanhuacheng Architectural Designing Co.
Introduction Applied in structural engineering several years, isolation technology is gradually acceptance.
[3] Jangid R S, Datta T K, Nonlinear response of torsionally coupled base-isolated structure, ASCE Journal of Structural Engineering [J], 1994,120(1): 1-22
[4] B.Palazzo, L Petti, Response of base-isolated system to random excitations, European Earthquake Engineering [J], 1996, 10(2)
Introduction to earthquake engineering[M].

Engineers are fulfill the work arranged from the management level.
Ministry of water resources had established close relation with China Academy of Science, with National Center for Disaster Reduction, Ministry of Civil Affairs, with bureau of meteorology and some other related departments.
Image processing engineer: image inquiring and pre-processing.
Evaluation engineer: charges for evaluating affected land and people by disasters depending on information extracted.
Statistics engineer fulfill the information of disaster monitoring and evaluation results.

Engineering overview and model building The starting point of Luqiao to Zeguo is Songtang turntable and finishing point is Xiahgyang village.
The numerical simulation model is established according to the engineering reality.
Chinese Journal of Geotechnical Engineering, Commun.29 (2007)1-13 [2] Zhen Gang, Gong xiaonan, Xie Yongli,Li Guangxin.
State-of-the-art techniques for ground improvement in China.China Civil Engineering Journal, Commun.45 (2012)127-146 [3] Zhou Dequan,’Zhang Keneng, Liu Hongli.
Chinese Journal of Geotechnical Engineering, Commun.34 (2012)693-700 [6] Navin M P, Filz G M.

Numerical Study on Reinforced Concrete Core Walls Based on Fiber Model Wei Hou School of Civil Engineering, Huaqiao University, Xiamen 361021, China houwei302@163.com Keywords: Reinforced Concrete Core Walls, Elasto-plastic Analysis, Numerical Simulation, Fiber Model Abstract.
On this basis, effects of more design parameters on bearing capacity and deformation performance are systematically analyzed, and conclusions which is valuable for theoretical research and engineering design are obtained.
Nonlinear Static Procedure (NSP) based on pushover analysis is used in this paper as a practical engineering tool to estimate the inelastic response quantities in the core walls of performance-based seismic evaluation of structures.
Lu: Earthquake Engineering and Engineering Vibration (in Chinese), Vol. 25 (2005), p. 81 [2] X.
Wu: The 14th World Conference on Earthquake Engineering: Innovation Practice Safety (2008) [4] Q.X.Shi, W.Hou, F.