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., Direzione Tecnica - Standard Infrastruttura Civile e Sperimentali, Via Marsala 75, 00185 Roma, Italy 2University of Trento, Department of Civil, Environmental and Mechanical Engineering, Via Mesiano 77, 38123 Trento, Italy ap.zampieri@rfi.it, bmarianoangelo.zanini@unitn.it, cr.zurlo@rfi.it Keywords: masonry bridges; fragility curves; seismic vulnerability assessment.
Melbourne, Rigid-block analysis to masonry arch bridges, Structural Engineering; 72 (1994): 356-361
Part I: A simplified approach, Part II: Examples and applications, Journal of Bridge Engineering ASCE; (2004) 582-598
Roca, Capacity of masonry arches and spatial frames, Journal of Structural Engineering; 124 (1988): 653-663
[9] Midas FEA v2.9.6, Nonlinear and detail FE Analysis System for Civil Structures.

C4, 80143, Napoli, Italy 2Ph.D Student, Engineering Department, University of Naples ‘Parthenope’, Centro Direzionale is.
Lagomarsino, Seismic assessment of rocking masonry structures, Bulletin of Earthquake Engineering, 13(1): 97-128
Numerical study on the performance of improved masonry-to-timber connections in traditional masonry buildings, Engineering Structures 80: 501–513
Department of Civil Engineering, Technical University of Denmark, Rapport BYG DTU No.
Engineering Solution Development and Design, Engineering Consulting Service for Computer modelling, Simulation, Structural analysis, CSPFea

Research on construction safety evaluation based on Fuzzy-Set Pair Analysis model Guozhong Huang, Zhongguang Wu, Cansheng Yang and Hui Liu School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, China Keywords:construction safety; safety evaluation; fuzzy analysis; set pair analysis; connection degree Abstract.
Case application Engineering background.Four construction sites, 18#；24#；58# residential building projects on Fuxing Road in Beijing and the project of the business operation center of China Industrial and Commercial Bank Ltd are evaluated, which are contracted to build by four different construction companies.
Calculation sheet of the connection degree and the set-pair state of evaluated construction sites engineering name μi ak’ bk’ 18# site 0.734+0.094i+0.052j 0.803 0.009 24# site 0.683+0.111i+0.062j 0.759 0.012 58# site 0.661+0.169i+0.076j 0.773 0.029 ICBC site 0.594+0.127i+0.067j 0.669 0.016 （continue） engineering name ck’ μi’ shi(H)i=ak’/ck’ 18# site 0.057 0.803+0.009i+0.057j 14.088 24# site 0.069 0.759+0.012i+0.069j 11.016 58# site 0.089 0.773+0.029i+0.089j 8.697 ICBC site 0.076 0.669+0.016i+0.076j 8.866 Note: in the table, where i, k =1,2,3,4.
Ltd and other experts from Beijing Shuang Yuan Engineering Consultation and Supervision Co.
A study on the safety assessment on building sites.China Civil Engineering Journal, vol. 36(9), pp. 46-50, September 2003.

Research on Computing Method of Similarity Scale of Dynamic Model Test Concerning Fluid-Structure Coupling for Water-Conveyance Tunnel Jinyun Liu1,2, a, Caichu Xia1,b 1Department of Geotechnical Engineering, Collage of Civil Engineering, Tongji University, Shanghai China 200092 2Collage of Engineering, Heilongjiang Bayi Agricultural University, Daqing China 163319 aljyun2004@163.com, btjxiaccb@126.com Keywords: water-conveyance tunnel; fluid-structure coupling; numerical simulation of dynamic model test; dynamic similarity scale Abstract.
Journal of Hydraulic Engineering, 1958,(1):80-104
Earthquake Engineering and Engineering Vibration, 2001,21(3):104-112
CHINA CIVIL ENGINEERING JOURNAL, 2006, 39(5):57-64

Statistical Analysis of Deep In-situ Stresses Field Characteristic in Huainan Mining Area Haibing Cai 1, a, Hua Cheng1,2, b and Changbo Wang 1,c 1School of Civil Engineering and Architecture, Anhui University of Science and Technology, Huainan, Anhui 232001, China 2School of Civil Engineering, Anhui University of Architecture, Hefei, Anhui 230022, China ahaibingcai@163.com, bhcheng@aust.edu.cn, cchbwang@126.com Keywords: in-situ stresses, statistical analysis, vertical stresses, horizontal principal stresses Abstract.
(In Chinese) [2] Peng SP, Meng ZP, Theory and practice of mining engineering geology, Geological Publishing House, Beijing, 2002, pp. 191-196.
(In Chinese) [5] Han J, Zhang HW, Song WH, In-situ stress field of coal and gas outburst mining area, Chinese Journal of Rock Mechanics and Engineering. 27 (2008) 3852-3859.
[10] Jing F, Sheng Q, Zhang YH, et al., Research on distribution rule of shallow crustal geostress in China mainland, Chinese Journal of Rock Mechanics and Engineering. 26 (2007) 2056-2062.
[12] Zhao DA, Chen ZM, Cai XL, et al., Analysis of the distribution rule of geostress in China, Chinese Journal of Rock Mechanics and Engineering. 26 (2007) 1265-1271.

The loosen Circle Radius Based on The Theory of Damage Mechanics Huiren Bai 1, a, Yongjian Shi1,b , Lanxiang Chen1,c 1Department of Civil and Architecture Engineering,Dalian University, Dalian 116622, China a bhr60@163.com , bsyj_dldx@163.com, chenlanxiang6@163.com.
In a word, damage mechanics is finding wider and wider application in the field of geotechnical engineering.
Huiren Bai(1963–), female, the Dalian city of Liaoning Province,university professor,Master of Engineering.
Coal engineering.
Journal of Mining & Safety Engineering.

In-stream Tidal Power: a Literature Review Cuiping Kuang1,a, Xute Zhao2,b , Yi Pan3,c, Jie Gu4,d 1 2 3Hydraulic Engineering Department of Civil Engineering Institute, Tongji University, Shanghai 200092, China 4College of Marine Sciences, Shanghai Ocean University, Huchenghuan Road 999, Shanghai 201306, China acpkuang@tongji.edu.cn , bzhaoxute@139.com, cpanyi21@yahoo.com.cn, djgu@shou.edu.cn Keywords: new energy, in-stream tidal energy, In-stream tidal power.
Harbin Engineering University, Ocean University of China, Northeast Normal University and Zhejiang University have conducted a number of experimental researches and prototype tests respectively, as shown in Table.1.
Chinese in-stream tidal power device Name Power Structure Research institute Completion time Wan Xiang I 70kW Water floating vertical axis Harbin Engineering University 2002-1 Wan Xiang II 40kW Seabed fixed vertical axis Harbin Engineering University 2005-12 Underwater Windmill 5kW Zhejiang University 2006-4 Sail-winded flexible blade turbine Sail-winded flexible blade Ocean University of China 2008-12 Underwater floating horizontal axis turbine lkW Underwater floating horizontal axis Northeast Normal University 2008-12 Water floating vertical axis turbine 250kW Water floating vertical axis Harbin Engineering University, Italian Ponte di Archimede Company 2009-12 Fixed horizontal axis turbine 5kW Fixed horizontal axis Zhejiang University 2009-12 According to Dai, the development of in-stream tidal turbine can be divided into three phases.
The second is the engineering preparation stage of field testing and data collection.
Institution of Civil Engineers. 2010:3-5

Gistama Intisemesta, Structural Consulting Firm – Jakarta, Indonesia 4Structural Engineer of PT.
Since steel is considered as a sustainable structural material [10], structural steel composite has clear advantages in terms of lowering the concrete usage and therefore offer a major contribution point from the green structural engineering perspective.
References [1] AISC 360-10, ANSI/AISC 360-10 Specification for Structural Steel Buildings, AISC - Chicago Illinois, USA [2] AISC 341-10, ANSI/AISC 341-10 Seismic Provisions for Structural Steel Buildings, AISC - Chicago Illinois, USA [3] American Society of Civil Engineers, Minimum Design Loads for Buildings and Other Structures, ASCE 7-10, Reston, VA
[4] American Society of Civil Engineers, Seismic Rehabilitation of Existing Buildings, ASCE/SEI 41-13, Reston, VA
AISC (American Institute of Steel Construction), Chicago, IL, 2004, Pacific Earthquake Engineering Research Center, Tall Building Initiative Guidelines for Performance Based Seismic Design of Tall Buildings.

Meshless Method with Radial Basis Functions for Hamilton Canonical Equation Dinghe Lia, Chen Doub and Jianxin Xuc College of Aeronautical Engineering, Civil Aviation University of China, Tianjin 300300, China alidinghe@163.com, bdoudou_sophia@hotmail.com, cjianxin_xu@eyou.com Keywords: Meshless Method; Hamilton Canonical Equation; Radial Point Interpolation Method (RPIM); H-R Varitional Principle; Gauss Integral Abstract.
Tang: Computer Methods in Applied Mechanics and Engineering, Vol.128(1995), p.395
Ye: Computer Methods in Applied Mechanics and Engineering, Vol.192(2003), p.2441
Gu: International Journal for Numerical Methods in Engineering, Vol.37(1994), p.229
Oden: Computer Methods in Applied Mechanics and Engineering, Vol.139(1996), p.237

Therefore, it appears that classification by construction characteristics (ex: construction, civil engineering, plant, etc.) instead of classification by constructor or construction site would be more appropriate for this study.
The current safety management activities can be summarized as follows: Safety management activities in “A” company Category Activities Category Activities Head- quarter Open space management Residential division Equipment safety education Zero** 1,2,3 Civil division Personal talk to new employee H**** 365 Check monthly theme recruit management system *** daily work responsible safety zone system Plant division My ** Hazardous work permission *** division *** weekly work KOSHA 18001 Report holiday work Near **** 3 strike** Standard safety work manual Temporary equipment manual A total of 18 safety management activities have been conducted to prevent accidents.
References [1] Jong-bin Lee and Seong-Seok Go, A Study on the Evaluation Index of the Safety Management Level in Construction Site, Journal of Architectural Institute of Korea, Vol. 19, pp. 171-178. (2003) [2] Jae-woo Jung, Tae-Yang Kim, Hang-Su Kim and Young-Jun Cho, A Study on the Improvement of Current Construction safety Management System, Proceedings of Korea Institute of Construction Engineering and Management, Vol. pp. 691-694. (2007) [3] Kook-Hwan, Lee and Yong-Su Kim, A Study on the Institutional Problem Anaylsis and Improvements through the Analysis of Skyscrapers Fire Accident, Proceedings of Korea Institute of Construction Engineering and Management, pp. 82-85. (2011) [4] Dong-pil Shin, Chang-Baek Son and Dong-Eun Lee, Association Analysis of Construction Attributes Causing Fatalities, Journal of Architectural Institute of Korea Vol. 28, pp. 87-94. (2012) [5] Kwangpyo Lee, Hyun-Soo Lee, Moonseo Park, Hyunsoo Kim and Yunju Baek, Develoment of Real-Time Locating System for
and Applicability Validation-Focused on the Building Deconstruction Works, Journal of Korea Institute of Construction Engineering and Management, Vol. 11, pp. 45-53. (2010) [10] Jong-Goo Lee, An Analysis about Putting on Safety Equipment by Occupational Classification and Satisfaction in Constuction Field, Proceedings of Korea Institute of Construction Engineering and Management, pp. 177-180
(2007) [11] Seung-mo Choi and Chang-Baek Son, A Standard on the Safety Equipments and Safety Facility of Construction Field, Proceedings of Korea Institute of Construction Engineering and Management, pp.207- 210. (2006)