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Damage Assessment of RC Frame Structures under Multi-earthquake Sequences Wei Huang1, a, Jiang Qian1,b , Binbin Zhuang2,c , Qiushi Fu1,d 1 State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, P.
Ou: Journal of Earthquake Engineer and Engineering Vibration, Vol.13 (3) (1993), p. 28-35.
Juan: Engineering Structures, Vol.33 (2) (2011), p. 621-34
Izuru: Engineering Structures, Vol.33 (4) (2011), p. 1251-58
Ang: Journal of Structural Engineering, Vol.111 (2) (1985), p.722-41.

The saturated water absorption and strength of surrounding rock are considered as the main criterion indexes by Wang Xiao-jun through the research on tunnel engineering [2].
Conclusions On the basis of the study of predecessors’ achievements and an engineering example, the new differentiation and classification criterion are proposed in this research.
Journal of Hydrogeology and Engineering Geology, Vol. 5 (1986), p35 [2] Wang Xiaojun: The discrimination and classification of swelling rock in tunnel Engineering.Journal of Hydrogeology and Engineering Geology, Vol.15 (4) (1995), p79 [3] Wen Jiangquan, Han Huizeng: Preliminary study of distinguishing and classifying on Swell rock.
Journal of Railway Engineering Socity, Vol.2 (1996), p231 [4] Cui Xun, Zhang Yu: The discrimination and classification of swelling rock and tunnel Engineering.
Swelling rock and Engineering [M]: Beijing: Science press, 2008.5.

Underground Engineering and Tunnels, 2000(1): 2–7.
Chinese Journal of Rock Mechanics and Engineering, 2009, 28(3): 533–40.
(in Chinese) [6] Technical code for monitoring of building excavation engineering.
(in Chinese) [8]Shi Chenghua, Peng Limin，Ground Surface Settlement Caused by Foundation P it Excavation and Dewatering，J.China Civil Engineering Journal 2006( 5): 117 -121
Chinese Journal of Rock Mechanics and Engineering, 2009, 28(5): 1010–1019.

Nuclear Engineering and Design.
Nuclear Engineering and Design.
Nuclear Engineering and Design.
Nuclear Engineering and Design.
Nuclear Engineering and Design.

Beam of width b on elastic foundation (undeformed and deformed state) – measurement of displacement Foundation and Experiments The ability to identify the properties of an elastic foundation in a structural system is greatly needed as a result of current demands with regard to safety and development, mainly in engineering structures used in mechanical, civil and mining engineering.
This offers engineers a variety of possibilities for solutions.
Frydrýšek, Beams and Frames on Elastic Foundations 1 (Nosníky a rámy na pružném podkladu 1), Faculty of Mechanical Engineering, VŠB - Technical University of Ostrava, ISBN 80-248-1244-4, Ostrava, Czech Republic, 2006, pp. 1-463
Nikodým, Report about Solutions of Beam on Nonlinear Elastic Foundation, Mathematics and Computers in Science and Engineering Series, no. 14, ISSN 2227-4588, ISBN 978-960-474-305-6, Dubrovnik, Croatia, 2013, pp. 263-266
Procedia Engineering, Vol. 48, 2012, ISSN 1877-7058, pp. 164-173.

Bending of Laminated Composite Plates Marina Rakočević1,a*, Nikolay Vatin2,b 1Faculty of Civil Engineering, University of Montenegro, 81 000, Podgorica, Montenegro 2St.
Theories and computational models for composite laminates, (1994) American Society of Mechanical Engineers, pp. 654-663
On refined computational models of composite laminates (1989) International for Numerical Methods in Engineering, 27, pp. 361-382
Finite element analysis of anisotropic plates (1988) International journal for numerical methods in engineering, 11, pp. 289-307
Approximate procedure for calculation of shear stresses σxz and σyz (2012) Journal of Applied Engineering Science, 10 (1), pp. 37-42

In view of the common risks shared by domestic high-tech plants, insurance companies are active in training risk management engineers and developing fire safety evaluation methods for site survey personnel.
Current fire evaluation studies focus on dynamic skills [2] and models [3]; i.e., the fire dynamic simulation approach with related parameters is used for analysis, which requires computer expertise and fire control engineering, causing difficulties in application.
Acknowledgments The authors would like to extend their gratitude to Cing-Jin Chang, Manager of Risk Control Department of MSIG Mingtai Insurance Co., Ltd., and his risk engineers as well as to Dr.
Chang, “Study on fire risk quantitative evaluations and risk improvement techniques,” Doctoral Thesis, Graduate School of Mechanical Engineering, National Taiwan University, June 2006
Chi, “Study on fire safety evaluation methods for factory buildings in Taiwan,” Doctoral Thesis, Graduate School of Civil Engineering, National Chung-Hsing University, Taichung Taiwan, November 2005

Nondestructive Test on Typical Roadway Supports of a Mine via Drilling Core and Ground Penetrating Radar Jianping Han1, 2, a and Haipeng Liu1, b 1Institute of Earthquake Protection and Disaster Mitigation, Lanzhou University of Technology, Lanzhou, Gansu 730050, China 2 Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province, Lanzhou University of Technology, Lanzhou, Gansu 730050, China ajphan@lut.cn, bliuhaipeng8644@163.com Keywords: mine safety; roadway support; nondestructive test; drilling core method; ground penetrating radar Abstract: Temporary or permanent supports are necessary in underground construction for maintaining the stability and limiting the damage of surrounding rock.
Engineering Geological Characteristics of the Mine Site The mine site to be investigated has a length of about 6.5km, a varying width from dozens of meters to more than 500m and a depth of more than 1000m.
These salient features of engineering geology have caused some typical engineering problems at different stages of mine construction.
Bai: Chinese Journal of Rock Mechanics and Engineering Vol. 22 (2003), p. 1586-1591 [3] X.
Wimsatt: Journal of Geotechnical and Geoenvironmental Engineering Vol. 136 (2010), p. 207-214 [11] H.

Parameter Calculation of Viscous Damper Applied in the Truncated Model Test Gesign of a Deepwater Semi-submersible Platform Dongsheng Qiao1, a and Jinping Ou1, 2, b 1 School of Civil Engineering, Harbin Institute of Technology, Harbin, China 2 Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, China a qds903@163.com, b oujinping@dlut.edu.cn Keywords: parameter calculation; mooring-induced damping; truncated model test; dynamic analysis; viscous damper.
Webster: Ocean Engineering Vol. 22 (1995), p. 571
Brown: Journal of Offshore Mechanics and Arctic Engineering, Vol. 123(2001), p. 1
Ou: The ocean engineering, Vol. 27(2009), p.16.
Berteaux: Buoy Engineering (Wiley Interscience Publication, New York 1976) [9] S.P.

Study on Cost Decision Model Based on BIM and AHP Jianwen Cao1,a, Haokai Zheng1,b 1College of Civil Engineering and Mechanics, Central South University of Forestry and Technology Changsha 410004, Hunan, China amrjwc@163.com, b363451036@qq.com Keywords: construction project; cost decision; Building Information Model (BIM); Analytic Hierarchy Process (AHP) Abstract.
The result of the cost decisions directly affects future engineering cost, so the right decision is very important for cost control.
BIM technology is a kind of digital tools with applied in engineering construction management, and integrates all of the information of the construction project.
Autodesk Revit is Building information modeling software for architects, structural engineers, engineers, MEP engineers, designers and contractors.
BIM Handbook: A Guide to Building Information Modeling for Owners, Managers, Designers, Engineers and Contractors.Hoboken,New Jersey, Wiley