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Lateral Equivalent Flexural Rigidity for a Top-Hat Stiffened Composite Plate under Pure Bending Libao Zhu1,a, Xiangming Zhang1,b 1 College of Science, Naval University of Engineering, China, Wuhan, 430033 alpzhulibao@163.com, bzhxm312@sina.com Keywords: ship structure; top-hat stiffened composite plate; lateral equivalent flexural rigidity; analytical solution; finite element analysis.
Introduction Stiffened plates, especially top-hat stiffened plates, are widely used in aerospace, marine structure, civil construction, bridge project and other engineering applications.
This is consistent with general engineering practice and can simplify the calculation.
Naval University of Engineering. 2013.

Overburden Rock Stability Analysis of Shallow Tunnel WANG Yunlong 1, a, TAN Zhongsheng 1,b 1School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China awylbest@163.com, bzstan@vip.sina.com Keywords: Shallow tunnel, Overburden rock, Stability, Elastic foundation beam Abstract.
Engineering Applications ZK3+106.96 - ZK2+898.74 of JIAOZHOU bay subsea tunnel constitute of 7 sections as DZ1-DZ7.
Chinese Journal of Rock Mechanics and Engineering.
West-China Exploration Engineering.

Individual Anchored Strength Experimental Research for Prestressed End With Local Area Pressure Ping Pang Jilin Architectural and Civil Engineering University,Changchun,China Pangp777@sohu.com Key words: prestressed; anchor; local area under pressure; ultimite load.
Prestressed technology have been widely used not only in a large number of housing construction, bridge engineering, but also in hydraulic structures, Marine structure, ports and special structure.
However, in the actual projects, a lot of anchorage zone damages of prestressed engineering under pressure occur, resulting in loss of prestressed away from members.
Sample production and test process In the practical engineering, the end of prestressed anchorage zone scattered in the position of the section has two kinds: holes are arranged one side in cross section; holes on central section.

Study on the Information System of Tunnel stability in Arching Process of Surrounding Rock Xiaodan Liang Department of Civil Engineering, College of Zhejiang Construction, Hangzhou, 311231, China xiaodan123@163.com Keywords: ANSYS software, MATLAB programming,Tunnel process, Computer warning, Information system, Stress nephogram Abstract.
Introduction With the development of computer hardware and software technology, computer information early stability system begins to appear in many engineering fields [1].
With the development of computer hardware and software technology, computer information early stability system begins to appear in many engineering fields.
Journal of rock mechanics and engineering, 2011, 27 (1): 9-15

Analysis of the Culvert Foundation Settlement under Different Construction Methods in High Salinity Regions Wu Yaping1, a, Pan Gaofeng1, b*, Hu Haidong1, c, Wang Gang2, d, Wang Jun3, e, Xu Zhibiao1, f 1School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070 China 2Qinghai local railway construction investment co.
Because of lacking single shaft and three axis flow, experiment of the soil in the field of engineering, we refer to the rheological parameters of saturated fine sand from some relevant literatures [7].
Considering the actual engineering situation, the parameters of the rheological model are calculated inversely, then the adjusted model parameters are derived (see Table 1): Table 1.
Liu, Numerical Analysis of the Earth Pressure on the Culvert under the Embankment of High-stacked Soil, The seventh academic conference proceedings of the society for rock and soil mechanics and Engineering, 2002, pp. 302-305

Scopelliti, Modelling micro-damage in granular solids, Key Engineering Materials, Vol. 525-526, (2013), p. 497-500
Scopelliti, A unified model for micromechanics damage in the asphalt concrete, Key Engineering Materials, Vol. 577-578, (2014) p. 465-468
Leonardi, Finite element analysis of airfield flexible pavement, Archives of Civil Engineering, Vol. 60 (3), (2014), p. 323-334
Shull, Contact mechanics and the adhesion of soft solids, Materials Science and Engineering R36, (2002) p. 1-45

The Precise Transfer Matrix Method for Dynamic Characteristic Analysis of Curved Box Beams SUN Jianpenga, LI Qingningb School of Civil Engineering of Xi'an University of Architecture and Technology, Xi'an 710055,China a sunjianpeng2001@163.com, blqn419@126.com Keywords: Curved box beam,Precise transfer matrix method,Dynamic characteristic, Warping Abstract.
Precise transfer matrix method for resolving the natural frequency of the structure, World Earthquake Engineering,Vol.12(2009),p.20 (in Chinese) [3] Shuangke Wei,Natural dynamic characteristics and seismic response analysis of curved girder bridges, Nanjing University of Technology,2006 (in Chinese) [4] Rongguang Shao,Jin Xia, Concrete curved beam bridge,People Traffic Press, Beijing,2002 (in Chinese) [5] T C Fung.
International Journal for Numerical Methods in Engineering, Vol.45(1999),p.971 [6] Mengfu Wang,Xiyuan Zhou.
Journal of Mechanical Engineering Science, Vol.20(1994),p.427 (in Chinese)

The Application of the Improved TOPSIS Method in Bid Evaluation of Highway Construction Qingying Meng 1,2,a , Caili Zhang 3,4,b , Ti Song3,4,c and Ningli Li 3,4,d 1School of Highway, Chang’an University, Xi’an, Shanxi , 710064, china 2Tianjin Municipal Engineering Research Institute,Tianjin ,300074,china 3College of Civil Engineering, Hebei University of Technology, Tianjin , 300401,china 4Civil Engineering Technology Research Center of Hebei Province, Tianjin, 300401,china azhangcailimeng@163.com, b mengqy_76@tom.com, csongti76@163.com, dlnl808@163.com Keywords: Coefficient of entropy, Weight ,TOPSIS Method, Bid Evaluation Method .
References [1] Highway Engineering Standard Construction Bidding Document,edited by The People transportation publishing house(2009) ,in chinese

Rationality Evaluation on the Fire Compartment of Large-scale Public Buildings Wang Jia1, a, Ren Yuan1, b, Yin Xiaohong2, c 1Beijing University of Civil Engineering and Architecture, No.1 Zhanlan street, Xicheng District, Beijing, 100044, China 2Beijing Urban Engineering Design & Research Institute CO., LTD, No.5 FuChengMen north street, Xicheng District, Beijing, 100037, China awangjia@bucea.edu.cn, brenyuan817@163.com, cyxh0129@126.com Keywords: Large-scale public building; Fire hazard degree; Fuzzy algorithm Abstract: Nowadays, fire compartments of large-scale public buildings are generally large.
What is the Fire Safety Engineering.
Fire safety Engineering.

Mechanical properties analysis of Steel-Timber Combined Member Futing Pan1, a,Lei Kou2,b and Chengyu Wang3,c 1 College of civil & environmental engineering, Anhui Xinhua University, Hefei 230088, China 2 Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China 3 Anhui communications consulting and design institute, Hefei 230088, China apanfuting@126.com, bklyhe@163.com,cwangsipa@126.com Keywords: Steel-timber combined member, nonlinear response , bending, yielding Abstract.
Journal of Engineering Mechanics.
Journal of Struture Engineering.
Journal of Struture Engineering.
[10] Jianyong Yue,Qingzhang Qu.A general analytical solution for solving linear elastic bending of rectangular thin plates[J].Structure and Environment Engineering,2001(2):51-57.