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Applied Research of BIM Technology on Prestressed Steel Structures in Xuzhou Stadium Zhansheng Liu1,2,a, Xiaofeng Wu3,b and Ruilong Xu2,c 1Post-Doctoral Research Center, Beijing Construction Engineering Group, Beijing 100055, China 2Beijing Building Construction Research Institute, Co., Ltd, Beijing 100039, China 3School of Civil Engineering, Tianjin University, Tianjin 300072, China alzs4216@163.com, bxiaofengwu1989@126.com, cruilongxu@163.com Keywords: BIM technology; Three-dimensional models; Family; Construction simulation Abstract.
Construction is a highly dynamic process, construction project management becomes very complicated because the engineering scale unceasingly expands and the complex of continuously improves.
[3] Liu Zhansheng, Chen Zhihua, Study on health monitoring design of Chiping gymnasium, The third session of national steel structure engineering conference proceedings 2010

Energy Consumption Performance Study of New Box-shaped Hysteretic Damper Chao XU 1, a, Yong-feng NIU 1,b and Yong-xie ZHAO 1,c 1School of Civil Engineering,Jilin Jianzhu University,Changchun,China atianya880217@126.com, b yongxiezhao@163.com, c1140416324@qq.com.
Displacement control loading method H- mild Steel Damper ABAQUS Comparison Experiments H- mild Steel Damper Modeling and Analysing To H- mild steel damper which had been used in practical engineering are made from steel Q235, wide-flange steel model T200 × 204 × 12, a length of 300mm, for the Fig.2: Fig. 2.
World Earthquake Engineering, 2007.3(In Chinese)
World Information On Earthquake Engineering, 2004,20(1):10-15(In Chinese)

Gorshkov: The energy efficiency in the field of construction: questions of norms and standarts and solutions for the reduction of energy consumption at buildings, Magazine of Civil Engineering, 1 (2010) рр. 9-13
Petrichenko: Nonsteady filtration in a uniform soil mass, Power Technology and Engineering, (2012) pp. 1-3
Petrichenko: Approximation of the depression curve of the inflow to an ideal trench, Power Technology and Engineering, 44 (5) (2011) pp. 374-377
Kandakzhi: Some principles of combustion of homogeneous fuel-air mixtures in the cylinder of an internal combustion engine Journal of Engineering Physics, 59 (6) (1990) pp. 1539-1544.

The relationship of compressive strength and tensile strength of High Performance Concrete Kim, Jeong-Eun1,a, Park, Wan-Shin1,b, Yun, Song-Hui1,c Jang, Yong-Il1,d, Yun, Hyun-Do2,e, Kim, Sun-Woong1,f and Kim, Do-Gyum3,g 1Department of Construction Engineering Education, Chung-nam National University, 99 Daehak-ro, Yuseong-gu, Daejeon, Republic of Korea 2Department of Construction Engineering, Chung-nam National University, 99 Daehak-ro, Yuseong-gu, Daejeon, Republic of Korea 3Korea Institute of Construction Technology, 283 Go-yangdae-ro, Ilsanseo-gu,Goyang, Republic of Korea abasirac@cnu.ac.kr, bsalshin@cnu.ac.kr (Corresponding author), cshdid36@nate.com, djang1001@cnu.ac.kr, ewiseroad@cnu.ac.kr, fkswoong1@naver.com, gdgkim@kict.re.kr Keywords: High performance concrete (HPC), Fly-ash, Blast Furnace Slag.
[4] Japan Society of Civil Engineers, Concrete engineering series 82 212 , (2008)

Influence of Curing Pressure on Unconfined Compressive Strength of Cemented Clay Anuchit Uchaipichat1,a* 1Department of Civil Engineering, Vongchavalitkul University Muang District, NakhonRatchasima, 30000, Thailand aanuchit_uch@vu.ac.th Keywords: Cemented clay, Curing pressure, Unconfined compressive strength, Stress-strain curve Abstract.
Yilmaz, Recent Applications of Jet Grouting for Soil Improvement in Turkey, Proc. 15th International Conference on Soil Mechanics and Geotechnical Engineering, ISSMGE, Istanbul, 3 (2001) 1839-1842
Brown, Use of Jet Grouting to Increase Lateral Pile Group Resistance in Sofy Clay, The 14 th World Conference on Earthquake Engineering, Beijing, China, (2008)
Lee, Assessment of Geotechnical Characteristics on Cement-Admixed Composite, Proceedings of the Twenty-third International Offshore and Polar Engineering Anchorage, Alaska, USA, (2013), pp. 663-668

Comparison of the Models to Predict the Effective Young's Modulus of Hybrid Composites Reinforced with Multi-Shape Inclusions Luo Dongmei1a, Yang Hong1, Chen Qiuyan1, Zhou Yinglong2 1Department of Civil Engineering, Foshan University, Foshan 528000, China 2Department of Mechatronics Engineering, Foshan University, Foshan 528000, China Dongmei_luo@126.com Keywords: Effective Young’s modulus; Hybrid composites; Multi-shape inclusions Abstract.
Introduction Two-phase materials have been proved to be of great applicability and high performance for two-decades in engineering design, and some three-phase composites are becoming more important in many engineering fields, due to their unique weight-stiffness relationships [1].

Finite element calculation for the tensile elastic modulus of honeycomb materials with different pore shape Shulan Su1, a 1 College of Civil Engineering and Mechanics, Hunan Province Key Laboratory of Engineering Rheology, Central South University of Forestry & Technology, Changsha, 410004, China asushl@126.com Keywords: honeycomb materials; pore shape; tensile elastic modulus; finite element calculation.
It has many advantages of ultra-lightness, large specific surface area, high specific strength and stiffness, and has special properties of impact resistance, sound and heat insulation, energy and shock absorption, which have been widely used in aerospace, machine, architect, medicine and chemical engineering etc.[3-4].
The objective of this work is to estimate certain mechanical properties for engineering applications of the honeycomb.

Numerical Simulation on Effect of Lateral Pressure Coefficient on Stress Distribution around Circular Roadway Zhe Zhang 1, a, Yanfeng Feng1, a, Qing Li 1, a, and Qinglei Yu 2, b 1 School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang 110870, China 2 Center for Rock Instability and Seismicity Research, Northeastern University, Shenyang 110004, China azh.zhe@163.com, bsy.fisher@126.com Keywords: Circular Aperture; In-situ Stresses; Rock Broken Zone; Numerical Simulation Abstract.
Engineering practice show when the rock mass was excavated that structural plane was dissected, and frequently appearance opening large deformation, barring was destroyed, even whole opening became instability.
In fact, much hydraulic or subterranean engineering field monitoring and analog material simulation testing incorporation were adopt, or statistical method was taken to the study as well that the moment aim at structural plane for roadway stability research.
Mechanics and Engineering, 1999, 21(2):21～24

DDM Analysis of The Effect of Non-linear Structural Plane on In-situ Stress Field Ke Li a, Yingyi Wangb, Xingchun Huangc School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai, 200240, P.R.China anick.88@163.com, bwangyingyi_sjtu@sjtu.edu.cn, chuangxc@sjtu.edu.cn Keywords: in-situ stress; non-linear structural plane; displacement discontinuity method; numerical analysis; parameter analysis Abstract.
International Journal for Numerical Methods in Engineering. 1976, 10(2):301–343
Chinese Journal of Geotechnical Engineering,2000, 22(3): 327-331.
Chinese Journal of Rock Mechanics and Engineering,2003,22(3): 370-377.

Kennedy: Minutes of Proceedings of the Institution of Civil Engineering, 119, (1895), p.281-290
[7] Shutang Hao: Journal of Hydraulic Engineering, 8, (1992), p.38-43.
[9] Guangxiang Xu: Journal of Hydraulic Engineering, 7, (1996), p.31-36.
(In Chinese) [10] Kejun Yang, Shuyou Cao, Xingnian Liu: Journal of Hydraulic Engineering, vol.36, 7,(2005), p.780-786.