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Petersburg) Svetlana Ershova1,a*, Evgeny Smirnov2,b 1,2Saint Petersburg State University of Architecture and Civil Engineering Vtoraja Krasnoarmejskaja ul. 4, St.
Objects of social, engineering and transport infrastructure were built on budget financing, and housing construction was actively carried by commercial structures with ever increasing volumes.
Urban entropy and social capital: The needing of a new urban planning (2011) Procedia Engineering, 21, pp. 976–984
Associations as a New Form of Institutional Interaction Within Civil Engineering Industry of Saint-Petersburg (2014) Socrates Almanac “Innovative City of Future”, pp. 201–205
Methods and criteria of estimating the completeness of a large megalopolis’ residential development (2011) Bulletin of Civil Engineers, 4 (29), pp. 130–135

Lin5,e 1 Department of Communications Engineering, Yuan Ze University No. 135 Yuan-Tung Road, Chung-Li, Taoyuan 32003, Taiwan 2Department of Health Risk Management, China Medical University No. 91 Hsueh-Shi Road, Taichung 40402, Taiwan 3Department of Design for Sustainable Environment, MingDao University No. 369 Wen-Hua Road, Peetow, Changhua 52345, Taiwan 4Department of Central Region Engineering Office, Taiwan Water Corporation No. 40425 No.2, Sec. 2, Shuangshih Rd., Taichung 404, Taiwan 5Department of Civil Engineering, National Chung Hsing University No. 250 Kuo-kuang Road, Taichung 402, Taiwan a yckan@saturn.yzu.edu.tw, b snowlin@mail.cmu.edu.tw, c blueway@mdu.edu.tw, djminlih@yahoo.com.tw, e cclin3@dragon.nchu.edu.tw Keywords: Bridge Vibration, Servo Velocity, WSN.
The servo velocity sensors (SVS) are the most popular sensors of vibration measurement for the civil infrastructures such as bridges.
In general, engineers have to bring the SVS with computer to the specified bridge, deploy the SVS, connect the SVS to the analysis computer by wired cable, and wait for the data retrieval.
Acknowledge This research is supported by the National Science Council in Taiwan with the project number 99-2625-M-451-001 and the China Engineering Consultants Inc. in Taiwan.
Chen: submitted to Advances in Structural Engineering (2011)

Application of Improved Gray Correlation Analysis Model to the Estimation of Country Rock Stability Jinsheng Lei1,a, Lei Bao1,b, Liang Wen1,c and Jianfei Chen1,d 1College of Civil Engineering & Architecture, China Three Gorges University, Yichang, China alei-jinsheng@163.com, bblytgc@yahoo.com.cn, c657056652@qq.com, d524788038@qq.com Keywords: improved gray correlation analysis model; country rock; estimation of stability; correlation coefficient; weights Abstract.
The estimation of country rock stability in underground engineering is the important basis for carrying out engineering design and formulating corresponding engineering measures.
Introduction The estimation of country rock stability in underground engineering is the important basis for carrying out engineering design and formulating corresponding engineering measures.
References [1] Jinsheng Lei, Zhengtao Jin, Lei Bao, and Liang Wen: 2nd International Conference on Civil Engineering, Architecture and Building, 911-914 (2012)
(In Chinese) [3] Feng Lv: submitted to Systems Engineering Theory and Practice, Vol, (6)(1997), p.49.

The Study on Simulation Static Load Test Base on Flexibility Matrix Xianmin Zhang1,a ,Yan Gao2,b 1 Airport College, Civil Aviation University of China, Tianjin, 300300, China 2 Airport College, Civil Aviation University of China, Tianjin, 300300, China acauczxm@126.com, byangao123@126.com Keywords: Modality, Flexibility matrix, Inversion, Finite element fixed, Emulation, Bearing capacity Abstract.
Through the measured simply supported bridge's dynamic parameters, we can establish the finite element model of the structure.As the flexibility matrix can reflect the actual state of the bridge, making the actual measured flexibility matrix as a basis to inverse the bridge’s finite element model .Combined with the engineering practice static load test, we can assess the bearing capacity of the bridge according to inversion model bridge.
Engineering application Bridge introduction.
Journal of Structural Engineering, ASCE,617-628, 2005
(In Chinese) [5] Bridge engineering test technical manual [s]. ( People's traffic press ,Bei Jing, 2009).

Introduction Concrete is one of popular construction materials in civil engineering field.
It has been extensively used in industrial and civil engineering because it has many merits such as its materials can easily be got, its cost is low, its endurance is good etc.
Recent years, structure health monitoring (SHM) technology had become a research focus in civil engineering field with people continuously improve the safety awareness.
Research and application of piezo-intelligent sensors in civil engineering: Earthquake Engineering and Engineering Vibration Vol. 6(2004), p. 165 [2] Sun Mingqing, Li Zhuoqiu Hou Zuofu,.
Application of piezoelectric materials in structural health monitoring of civil engineering structures: Concrete.

The Study of HEPA/ULPA Filter Efficiency Certification with Properties of Semiconductor Materials in Semiconductor Industry YiJui Chiu1,a, ChiaHao Yang2,b, LuhMaan Chang3,c and KhaiShoon Leong4 1 The Faculty of Mechanical Engineering and Mechanics, Ningbo University, No. 818, Fenghua Road, Ningbo 315211.
TEL: 86-13506690882; 2 Dept. of Mechanical Engineering, Taipei Chengshih University of Science and Technology, No.2,Xueyuan Rd., Peitou, Taipei, Taiwan. 3 Department of Civil Engineering, National Taiwan University, No. 1, Sec. 4, Roosevelt Road, Taipei, Taiwan; 4 Department of Civil Engineering, Purdue University, West Lafayette, Indiana, USA.
The results of this research provide the engineers with very useful information in semiconductor industry. 1.Introduction From the ITRS [1] information that the semiconductor industry will enter a 22 nm.
AIChE Annual Meeting, Conference Proceedings Vol.30 (2005) Page 7408 [9] Case and Faria, Proceedings of SPIE - The International Society for Optical Engineering, (2005), 31, Pages 1-14 [10] M.

Biocementation Potential Of Tropical Residue Soil Infused With Facultative Anaerobe Bacteria  Kenny Tiong Ping Chiet 1, a, Khairul Anuar Kassim 1, b*, Siaw Yah Chong 1, c 1 Faculty of Civil Engineering, Universiti Teknologi Malaysia.81300, Johor Bahru, Malaysia a Kennytiongpc@gmail.com, b Kanuar@utm.my, c csyah84@yahoo.com Keywords: Biomediated soil improvement, facultative anaerobe bacteria, tropical residue soil, Bacillus Subtilis, microbial induced calcite precipitation (MICP), group improvement Abstract.
References [1] N., Soon, et al.: Factors Affecting Improvement in Engineering Properties of Residual Soil through Microbial-Induced Calcite Precipitation, Journal of Geotechnical and Geoenvironmental Engineering, (2014) 140(5): p. 04014006
Ecological Engineering, (2010) 36(2): p. 168-175
[3] J.T., DeJong, et al.: Bio-mediated soil improvement, Ecological Engineering, (2010) 36(2): p. 197-210
[6] N.W., Soon, et al.: Improvements in Engineering Properties of Soils Through Microbial - Induced Calcite Precipitation, KSCE Journal of Civil Engineering, (2013) 17(4): p. 1-11

Experimental Research on Mechanical Properties of SPS composite plate ZOU Guangping1, a, WU Ye 2,b 1 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin, China agpzou@hotmail.com, b0224141@163.com Keywords: SPS composite plate; mechanical properties; Failure mode; engineering applications Abstract: This paper briefly describes the preparation process of SPS composite plate.
The basic properties of SPS composite steel plate are tested in this paper, the research provides a good reference for its engineering applications.
Intelligent Engineering (UK) Ltd. 2005
Introduction to SPS Design Princ-iples [R].Intelligent Engineering, 2006
Harbin Engineering University, 2011,3,45-50

A comparative study on different evaluation standards of green building Binquan Zhang1, a and Yongsheng Chen1, b 1School of Construction and Environment Engineering, Shenzhen Polytechnic, Shenzhen, Guangdong, 518055, China azbq@szpt.edu.cn, bchenys@szpt.edu.cn Key words: Green Building, Evaluation Standard, Building Energy Conservation, LEED, Green Standard.
Shanghai’s civil building total energy consumption increased from 6.8782 million TCE (tons of standard coal) in 1999 to 17.7491 million TCE in 2009, with the average annual growth rate being 4.68% [2].
D) The systematicness and continuity of the rules and regulations are manifested in the reference of Green Standard and GBED to the already issued regulations, such as Urban regional environmental noise standard GB3096, Public building energy efficiency design standard GB50189, Building lighting design standard GB50034, Building exterior window airtight performance classification and testing method, GB7107, Urban residential district planning and design standard GB5018, Urban regional environmental noise standard GB3096, Building materials radionuclide limit GB6566, Civil building indoor environment pollution control norm GB50325, Civil building thermal design specification GB5017, etc.
Summary Advocating the implementation of green building is a systematic engineering.
[2] Dinqing Fang, Hao Zhang, and Kaiya Wu, Estimation and analysis of Shanghai civil building energy consumption, Environmental science and management, 2012 (6): 41-46

Analysis of Ecological Transformation of Block Based on Safety of Public Space: Imperial Street of Southern Song Dynasty as an example Jiayan Fu1, a and Jiaojiao Sun1, b 1College of Civil Engineering and Architecture, Zhejiang University of Technology, China afjy_0513@aliyun.com, bArc_sjj@163.com Keywords: Historical block; Ecological transformation; Southern Song Imperial Street; Safety of public space; Hangzhou Abstract.
Mix of old and new, east and west, the official buildings and civil buildings.
From the palace of last emperor of Qing Dynasty to the housing of "Western Learning" in Republic of China as well as from the former residence of warlords and colonial buildings in Japanese concession to civil neighborhood in Tianjin.
Mix of old and new, east and west, official and civil buildings; they are real "museums" to reflect urban development.
Procedia Engineering Vol. 11(2011), p.675