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College of Environment and Civil Engineering, Chengdu University of Technology, Chengdu, 610059, 2.
Conclusions On basis of the engineering analysis, we get the following conclusion: (1) Dynamic characteristic of model A is similar to B, especially for the first three mode shapes
Studies on improvements in model pushover analysis [J]．EARTHQUAKE ENGINEERI NG AND ENGINEER INGVIBRATION, 2006, 26(6):50-55
A model pushover analysis procedure to estimate seismic demands for buildings：Theory and Preliminary Evaluation [R]．PEER Report 2001/03, Pacific Earthquake Engineering Research Center, College of Engineering University of California Berkeley, 2001.

Application of Chemicals in the Restoration of Monuments Wenzheng Huang 1, 2 1State Key Laboratory of Subtropical Building Science, South China University Of Technology，Guangzhou, Guangdong, 510641, China 2 Engineering Contracting Co., Foshan City, Chancheng, Foshan, Guangdong, China fscbz@hotmail.com Keywords: Chemical materials, Monuments, Restoration, Application Abstract.
Chemical protection of monuments should be based on safe, effective, economical, simple principles, chemical materials are allowed in engineering applications only after tested proved to be feasible, and to be assessed the side effects of its chemical protection.
Conclusion Restoration of monuments is a large and complex systematic engineering, it needs to make comprehensive use of the social sciences, natural sciences, engineering science knowledge, with the advancement of science and technology and development of chemical industry, there will be more, newer and more effective chemical materials for cultural relics protection, chemical materials, chemical technology can have a broad prospect in the field of monuments restoration technology, the green chemistry materials can make the valuable historical and cultural heritage of mankind to be better protected.
[5] The Civil Engineering&Architectural Society of Beijing.

The Research of Bituminous Mixture Water Stability Based on Aggregate Cleanness Xuedong Guo1, a, Chunmei Gao* 1, 2, b, Hao Wang1, c and Mingliang Zhang1, d 1College of Transportation, Jilin University, Changchun 130022, P.R.China 2 School of Communication Science and Engineering, Jilin Institute of Architecture and Civil Engineering, Changchun 130021, P.R.China a guoxd@jlu.edu.cn,b gaochunmei_2006@126.com,c wha0121@163.com, d z_ml1980@yahoo.com.cn Keywords: Road works; Bituminous mixture; Water stability; Aggregate cleanness; Rate of residual water.
References [1] Dengliang Zhang: Engineering Handbook of Asphalt Pavements (China Communications Press, Beijing 2003), in Chinese
[3] Xiaoguang Zheng, Qun Yang and Weimin Lu: Central South Highway Engineering (2006), p.96-98, in Chinese
[4] Wanjie Yuan, Zhongda Chen and Hongjun Wang: Central South Highway Engineering (2006), p.114-117, in Chinese

MRF absorber damping control for building structural vibration response by means of genetic optimum algorithm Lianjin Li1, a 1School of Mechanical Engineering, Tianjin University of Commerce, Tianjin 300134, China alilianjin@163.com Keywords: MRF absorber; Vibration control; Building structure; Genetic optimum algorithm.
Control, Chiba, Japan, (1996), 3, p.291 [2] Jin-ping Ou and Xi-chun Guan, Earthquake Engineering and Engineering Vibration 12, 1 (2001) [3] Yun Zhou, Zhi-yuan Wu and Xue-song Deng, Journal of Vibration and Shock 22, 1 (2003) [4] Meng Zhang, Lin Zhao and Ren-le Ma, China Civil Engineering Journal 10, 9 (2009) [5] Qi-qu Sun, Xu-hu Liu and Lian-jin Li, Journal of Vibration and Shock 10, 9 (2007) [6] Xiao-long Xu and Bing-nan Sun, Engineering Mechanics 25, 209 (2008) [7] Lianjin Li and Wei-min Ge, Transactions of Tianjin University 10, 9 (2004)

Research progress in application of the functional ordered microstructures Hongyu Wei 1,2,a, Zhongning Guo 2,b 1 Mechanical & Electrical Engineering College,Zhongkai University of Agriculture and Engineering, Guangzhou, Guangdong, 510225, China 2 Mechanical & Electrical Engineering College,Guangdong University of Technology, Guangzhou, Guangdong, 510006, China a cora.wei@gmail.com , b zhongningguo@163.com Keywords: ordered microstructures, function effect, application Abstract.
These materials have been applied in military such as aircraft carriers, destroyers, aircraft, armored vehicles and preventing eavesdropping on the chamber of secrets; in civil such as acoustic glass, noise reduction coating and other building materials; in industry such as mechanical and electrical equipment; in traffic such as high-speed road vibration etc. [16,17].
Worch:The Journal of Corrosion Science and Engineering,2003,6: 47 [13] Z.
Fluids,2005, 17:051701-1–051701-4 [16] Sun yafei,Chen renwen: ACTA ACUSTICA, 2003, 28 (4) : 295～298 [17] Mei Q Wu:Noise Control Engineering Journal , 1997, (2) : 69～77 [18] TIAN Y，PESIKA N，ZENG H B，et al.

., Shenzhen, China; 2 School of Civil Eng.
Depot parking garage, overhaul main building, and three major technology warehouses of the machine and engineering vehicles had been set in the first floor.
The system mainly includes three parts: safety management laws and standard system structure, metro depot safety laws and regulations system, covering property engineering construction safety laws and standards list.
[4] China Railway Eryuan Engineering Group Co.
Chengdu: China Railway Eryuan Engineering Group Co．

Pavement Performance Comparison of Bituminous Mixtures at Surface Course Yingwei CHENG School of Civil Engineering and Architecture, Wuhan Polytechnic University, Wuhan, China, 430023 chengyw163@163.com Keywords: Bituminous mixture, Surface course, Pavement performance, Comparison Abstract.
Generally speaking, this mixture has excellent high-temperature stability, low-temperature crack resistance performance, skid resistance and durability when being engineered rationally.
Journal of traffic and transportation engineering, 2003(3:1－6)(in Chinese) [4] JTG E42-2005, Test Methods of Aggregate for Highway Engineering.
Beijing: China Communications Press(2005) [5] JTG E20-2011, Standard Test Methods of Bitumen and Bituminous Mixture for Highway Engineering.

Settlement Analysis of Piled-Raft Foundation using Numerical Method Wen-Tsung Liu1, a, Chun-Yi Lin2,b 1Department of Civil Engineering, Kao Yuan University 2 Siraya National Scenic Area Administration, Ministry Transportation and Communication at40021@cc.kyu.edu.tw,bjylin0107@gmail.com , c1821 Zhong-Shan Road ,Luzhu Dist., Kaohsiung City 821, Taiwan Keywords: Finite Element Method, Consolidation Settlement, Piled-Raft Foundation ABSTRACT.
References [1] Taiwan Construction Research Institute, Evaluation Report of bridges damaged in C386 project of National Highway No. 3.（2004）(in Chinese) [2] National Highway Engineering Bureau of Taiwan Area: Report of monitoring, building and evaluation of the Takeda Interchange of National Highway No. 3, (2009).
(in Chinese) [3] Guiter Engineering Consultants, Boring and testing report of bridges and foundation monitoring in Takeda Interchange for C386 project.（2006）(in Chinese) [4] China Engineering Consultants, Inc., Testing report of follow-up plan of the second highway from Kauru to Linpan in final design stage, (1993）(in Chinese) [5] China Engineering Consultants, Inc., Testing report of the second highway from Kauru to Linpan in modified design stage, (1998）(in Chinese) [6] Michele Calvello, Richard J.

Kinetics Modeling of Anaerobic Fermentative Production of Methane from Kitchen Waste Solid Residual Shumei Gao1, 2, a*, Mingxing Zhao2, b, Wenquan Ruan2, c , and Yuying Deng2,3 d 1 College of Biological, Chemical Sciences and Engineering, Jiaxing University, Jiaxing 314001, China 2 School of Environment and Civil Engineering, Jiangnan University, Wuxi 214122, China 3Changzhou Institute of Engineering Technology, Changzhou 213164, China ahuaer0070@163.com, bmxzhaocn@gmail.com, c wqruanjn@gmail.com, dyydeng@email.czie.net Keywords: kitchen waste solid residual, anaerobic digestion, kinetics model.
:Waste Management & Research, Vol.30 ( 2012), p.772 [5]Shahriari, H., et al.: Journal of Environmental Management, Vol.25 (2013), p.74 [6]Li, Y.Q., et al.: Energy & Fuels, Vol.27(2013), p.2085 [7]Qu Weiguo, Jin Junping, et al.: Environment Sanitation Engineering, Vol.21 (2013), p. 35 [8]Du xin, C.T., Li Huan,et al.: Chinese Journal of Envrionmental Engineering, Vol.4 (2010), p. 189 [9]Ren Lianhai, J.Y., Liu Jianguo, et al.: J Tsinghua Univ(Sci & Tech), Vol.49 (2009), p. 386 [10]Djordjevic, M., et al.: Journal of Parasitology, Vol.89 (2003), p. 226 [11]Murrell, K.D., et al.: Veterinary Parasitology, Vol.123 (2004), p. 223 [12]Sellier, P.: Revue Scientifique Et Technique-Office International Des Epizooties, Vol.22 (2003), p. 259 [13]Digman, B. and D.

The effect of specimen orientation and thickness on the initiation of delamination crack in X80 Pipeline Steel Xiaoyu Liu1,a, Tianyi Hu1,b and Zheng Yang1,c 1Department of Civil Engineering, Xi’an Jiaotong University, Xi’an 710049, China axiaoyu9309@163.com, b153090483@qq.com, czyang@mail.xjtu.edu.cn Keywords: pipeline steel; delamination crack; double criterion; Jz integral Abstract.
J integral, as a elastic-plastic fracture criteria, is well-defined and show good performance on the prediction of initiation and propagation of cracks in practical engineering projects.
Toyoda: Journal of Offshore Mechanics and Arctic Engineering, Vol. 126 (2004), p. 350-357
Glover: Engineering Fracture Mechanics, Vol. 70 (2003), No. 3, p. 567-577
Petersen: International Journal of Offshore and Polar Engineering, Vol. 14 (2004), No.1, p. 42-51