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Research on Optimization Design of the Lateral Stiffness Satio about the Frame-supported Multi-ribbed Structure Qi Zhanga Qianfeng Yaob Yin Zhangc Wei Huangd Qixiang Yine School of Civil Engineering, Xi'an University of Architecture & Technology, Xi’an shannxi China 710055 axian201110612@yahoo.com.cn, byaoqf808@163.com, czhangyyt@ xauat.edu.cn, dqqhuangwei2005@126.com , e86269621@qq.com Keywords: The frame-supported multi-ribbed structure stiffness satio transformation layers Abstract.
By testing 4 pin standard frame-supported multi-ribbed composite slab’s mechanical proper- ties under the horizontal load’s funtion,it is got that the earthquake resistance performance influence of lateral stiffness satio to frame-supported multi- ribbed slabs.The reasonable value scope of stiffness satio between transformation layers is obtained by finite element analysis of seismic response of frame-support- ed multi-ribbed slab structures and provides theoretical basis to engineering design.
And it is provided that theoretical basis for engineering applications.
Structure test for civil engineering.
Proceedings of the Eighth International Symposium on Structural Engineering for Young Exports , Science Press, 2004 [4] Haitao Guan.

Investigation Concerning Vibration Reduction of Self-Anchored Suspension Bridge under Vehicle Braking Forces Menggang Yanga, Zhuqing Yangb School of Civil Engineering and Architecture, Central South University, Changsha, 410075, P.
Zhou: Earthquake Engineering and Engineering Vibration Vol. 28(1) (2008), p. 130 (in Chinese) [2] H.
Traill-Nash: Civil Engineering Transactions Vol. 19(1) (1977), p. 44 [3] N.L.
Mulcahy: Earthquake Engineering and Structural Dynamics Vol. 11(5) (1983), p. 649 [4] J.
Hua: Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science, Vol. 224(C6) (2010), p.1173

Long span mobile bridges (LSMBs) are widely used in military maneuver operations or civil rescue works across narrow gorges or rivers.
LSMB is commonly used when crossing narrow gorges or rivers in military maneuver operations or civil rescue works.
IMechE, Part D: J. of Automobile Engineering Vol. 223 (2009), p. 727-735 [2] G.
IMechE, Part D: J. of Automobile Engineering Vol. 224 (2010), p. 489-501 [6] J.
Machine Engineering Vol. 4 (2004) p. 139-149 [22] S.

Using DOProC Method in Structural Reliability Assessment KREJSA Martin1,a, JANAS Petr1,b and CAJKA Radim2,c 1 Department of Structural Mechanics, Faculty of Civil Engineering, VSB - Technical University Ostrava, Ludvika Podeste 1875/17, 708 33 Ostrava – Poruba, Czech Republic 2 Department of Structures, Faculty of Civil Engineering, VSB - Technical University Ostrava, Ludvika Podeste 1875/17, 708 33 Ostrava – Poruba, Czech Republic amartin.krejsa@vsb.cz, bpetr.janas@vsb.cz, cradim.cajka@vsb.cz Keywords: Direct Optimized Probabilistic Calculation, DOProC method, reliability assessment, probability of failure, failure function, load effect, structural resistance, probability distribution.
In: Proceedings of the Eighth International Conference on Engineering Computational Technology, Civil-Comp Press, Stirlingshire, UK, Paper 114, doi:10.4203/ccp.100.114, (2012)
In: Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing: CC 2009, Funchal, Madeira, Portugal.
Kippen, Stirlingshire, Scotland: Civil-Comp Press, 2009, abstract (1 p), full paper (20 p).
Civil Comp Proceedings, Issue: 90, pp. 542-549 (8 p), ISSN 1759-3433, ISBN 978-1-905088-29-4, WOS: 000271452700038, (2009)

Influence of Antisymmetrical Actions at Reinforced Concrete Cable-Stayed Bridge BALAZ Ivan1,a *, KOLEKOVA Yvona2,b , KOVAC Michal1,c and VEGHOVA Ivana2,d 1Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Steel and Timber Structures, Radlinského 11, SK-81005 Bratislava, Slovak Republic 2 Slovak University of Technology in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinského 11, SK-81005 Bratislava, Slovak Republic aivan.balaz@stuba.sk, byvona.kolekova@stuba.sk, cmichal.kovac@stuba.sk, divana.veghova@stuba.sk, Keywords: box-girder, concrete, cable-stayed, bridge, torsion, distortion, antisymmetrical actions, bimoment, influence lines Abstract.
Sedlacek, GBT was used in pedagogical process at Department of Metal and Timber Structures, Faculty of Civil Engineering, Slovak University of Technology in Bratislava already at the beginning of seventies [13], immediately after receiving [2].
Development study G 142008, Department of concrete structures and bridges, Faculty of Civil Engineering, STU in Bratislava, 1983, customer: Road and Railways Constructions a.s.
Balaz, Design of reinforced concrete bridge, Department of concrete structures and bridges, Faculty of Civil Engineering, STU in Bratislava, 1980, customer: Road Constructions a.s., Olomouc, Czech Republic.
Zivner, Torsion at SNP bridge in Bratislava, Procedia Engineering. 156 (2016) 40-47.

Research on Numerical Simulation of Smart Base Isolation System with MR Damper (I) Weiqing Fu 1, a, Fei Chen2,b, Dehu Yu3,c, Yinghao An1, d 1Architecture and Civil Engineering Institute, Heilongjiang University, Harbin, Heilongjiang, 150080, China 2School of Information Management, Heilongjiang University, Harbin, Heilongjiang, 150080, China 3School of Civil Engineering, Qingdao Technological University, Qingdao, Shandong, 266033,China afuweiqing@hlju.edu.cn, bchenfe3913@126.com, cyudehu1@yahoo.com, danyinghao@hlju.edu.cn Keywords: Smart isolation, Magnetorheological damper, Numerical Simulation, Rubber bearing isolation Abstract.
Vongchavalitkul: Journal of Engineering Mechanics.
Nasu, T.Niwa: Earthquake Engineering and Structure Dynamics.
Vol. 19(4)( 2002), p 336-342 [7] Ou Jinping, Guan Xinchun: Earthquake Engineering and Engineering Vibration.
Vol. 18(3) (1998), p 74-81 [8] Zhongxi Li, Xiyuan Zhou: Earthquake Engineering and Engineering Vibration.

Simulation Research For The Excavation Stability Of III Brittle Rock Based On Vault Settlement Effect Guo Long, Liu Keling School of Civil Engineering, Tianjin Chengjian University,Tianjin 300384,China glace_029@126.com Keywords: vault settlement effect, brittle rock, excavation stability.
The research results can be used to guide the development of the monitoring standard, in underground engineering construction of the brittle rock.
By underground engineering project in developed coastal area, there are a lot of experience to the design and construction in underground engineering.
The research results can be used to guide the development of the monitoring standard, In underground engineering construction of the brittle rock.
[6] Li quan, Application of ANSYS in Civil Engineering, BeiJing: Posts and Telecom Press, 2005:180-186

Li, Concrete Construction Engineering Handbook, Chapter 24, Ed.
Murnal, Ductile Concrete Using Engineered Cementitious Composites, Int.
Li, The design of cementitious composites for civil engineering applications, Japan Soc.
Civil Engineers, J.
Civil Eng. 13 (2001) 399-406

The research results can be reference for engineering design and engineering practice, it also has a certain theoretical and practical significance.
He is the one who has pointed out the bright future for the application of control theory in civil engineering.Battista et al[2]. proposed a nonlinear pendulum vibration absorber (NLPD) design method, a modal vibration which mainly control the transmission tower.
The research results can be reference for engineering design and engineering practice, and it also has a certain theoretical and practical significance.
Journal of Wind Engineering and Industrial Aerodynamics, vol. 91(8)(2003), P. 1051
Chen, Ahsan Kareem, in: Journal of structural Engineering. vol.131 (7)(2005), P.1071.

Development of load-bearing thermal insulation recycled concrete block and research on its thermal performance Xixi He 1, a, Xingming Liang 1, b 1 Department of Civil Engineering, Beijing University of Civil Engineering and Architecture, No.1 Exhibition Road, Beijing, China, 100044 a hexixi@bucea.edu.cn, b liangxingming789@163.com Keywords: construction waste; recycled concrete; load-bearing block; thermal performance; Abstract.
Extruded polystyrene insulation board (XPS Board) produced by Beijing Huaxia Xinrong Insulating Engineering Company Limited was used as insulating material with a heat conductivity coefficient of 0.029W/ (m K).
Devices and manufacture JW-1 heat transfer coefficient testing apparatus (See Fig. 2) in Beijing University of Civil Engineering and Architecture is applied to test thermal resistance of walls using heat flow meter method.
Thermal design code for civil building [S].