Search results

Research on Bearing Capacity of Grouted Connections under Axial Compression Loads Guoqing Wang1,2,a, Feng Chen1,b, Zhenyu Wang1,c and Yi Zhang1,d 1College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China 2Zhejiang Provincial Bureau of Energy, Hangzhou 310025, China awgq6111@126.com, bchfmaple@yahoo.com.cn, cwzyu@zju.edu.cn (corresponding author), dzjuzhangyi@126.com Keywords: offshore wind turbine; grouted connection; bearing capacity; shear key; test.
As we all know, the Det Norske Veritas (DNV) code [5], Health and Security Executives (HSE) code [6], and American Petroleum Institute (API) code [7] are currently the most popular design standards in the offshore engineering, and these codes provide some general formulas to predict the axially bearing capacity of the grouted connection.
Zhou, Grout sleeve connection and relevant applications, Structural Engineers, 27 (2011) 149-153
Earth and Space, American Society of Civil Engineers, Hawaii, (2010) 2047-2054.

Scattering of SH wave by an interacting mode III crack and a circular cavity in half space Zailin Yang 1, a, Zhigang Chen 2, b, Diankui Liu 3, c 1, 3School of Civil Engineering, Harbin Engineering University, Harbin 150001, China 2Department of Mechanics and Civil Engineering, Jinan University, Guangzhou 510632, China a yangzailin00@163.com,bczgjnu@163.com,cyangzailin@hrbeu.edu.cn Key words: Scattering of SH wave; Crack, Dynamic stress intensity factor; Green's function.
Journal of Harbin Engineering University.2004,25(5):618-622p Acknowledgements National Natural Science Foundation of Heilongjiang Province (A0206)

Application of Two Damage Identification Methods Based on Sensitivity Analysis in Steel Structure Wang Yuying1, a, Sun Wenxiu2,a 1School of Civil Engineering of Changchun Institute of Technology, Changchun 130012, Jilin; 2Lvdi Architectural Engineering Design Office of Jilin Province, Changchun 130000, Jilin a565611332@qq.com Keywords: Damage Index; Damage Identification; Sensitivity; Strain Energy Abstract: Structure damage identification is a hot research area internationally in recent years.
The losses of life and property are huge in case that there are accidents in large-scale engineering structure.
Journal of Shenyang Architectural and Civil Engineering University, 2003, 1 (4)275-278 [4] Shi Zhiyu, Zhang Lingmi and Lv Lingyi.

Bearing Capacity of Beams Strengthened by Common Methods Considering Strain Lag Effect SiMengLIU1, 2,a, QingYangLIU3,b 1School of Civil Engineering & Architecture, Chongqing Jiaotong Univ, Chongqing P.R.China 2 College of Civil Engineering, Chongqing University, Chongqing P.R.China 3Chongqing expressway group Co., LTD, Chongqing P.R.China asimengliu@163.com, bqingyangliu80@126.com Keywords: Strengthened RC Beams, Reinforcement without unloading, Strain lag effect, Bearing Capacity, Non-linear FEM, Moment-curvature relation Abstract.
Engineering Mechanics, 2007,24(SI):154-158 [2] SiMengLIU.
Proceedings of the 20th National Academic Conference on Structure and Engineering[C].

Experimental Investigation on Relative Crack Length For Fracture Toughness of Concrete Xuezhi Wang1,a, Zongchao Xu2,b, Zhong Bi 3,c,Hao Wang4,d 1,2,3,4 College of Civil Engineering, Liaoning University of Technology, Jinzhou 121001,China amyemailwxz@163.com,bxuzongchao2008@sohu.com,cbizhong66@163.com, d830502wh@163.com Keywords: concrete，relative crack length， fracture toughness，test Abstract.
Journal of Engineering Mechanics. 1984, 110 (4): 518-535
Engineering Fracture Mechanics. 2002, 69: 555-564
Civil Engineering Journal, 2008, 41 (2):70-76.

Attenuation of Hysteretic Energy Spectra of Strong Ground Motion Maosheng Gong1, a, Jing Sun2, b and Lili Xie3, c 1Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China 2Institute of Civil Engineering, Heilongjiang University, Harbin 150080, China 3School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China agmshiem@163.com, biemsunj@163.com, cllxie@iem.net.cn Keywords: Hysteretic Energy Spectra, Attenuation Law, Strong Ground Motion, Nonlinear Regression Analysis.
The most important work is to evaluate the energy demand of a structure at a given site, and to establish an attenuation model for energy parameter of strong ground motion maybe a feasible way and can be considered as the basis work for all kinds of energy parameter application of engineering.

Different Types of Materials used for Stone Column Mohd Ashraf MOHAMAD ISMAIL1,a, Lye Khong NG1,b and Hooi Min YEE2,c 1School of Civil Engineering, Engineering Campus, Universiti Sains Malaysia, 14300, Nibong Tebal, Penang, Malaysia 2Faculty of Civil Engineering, Universiti Teknologi MARA, Malaysia cceashraf@eng.usm.my, bLye_khong@hotmail.com, cyhooimin@yahoo.com Keywords: Soft soil, Stone Column, Densification Abstract.
Gandhi: Behaviour of Stone Columns Based on Experimental and FEM Analysis, Journal of Geotechnical and Geoenvironmental Engineering Vol.133 (2006), p.405-415

Experimental Research on Shear Behavior of Reinforced Concrete Beams with high-strength Stirrup under Uniform Load Yanyan Li1, 2, a, Yanping Zhang1, 2, b, and Yanfeng Chen1, c 1 School of Civil Engineering, Hebei University of Technology, Tianjin 300401, China; 2 Civil Engineering Technology Research Center of Hebei Province, Tianjin 300401, China; anicole_820@163.com, bzyphit@163.com, cfengyu0922fengyu@126.com Key words: concrete beams; high-strength stirrup; diagonal crack width; welded wire fabric.
[5] Bernold L E, Chang P.Potential gains througth welded wire fabric reinforcement [J].Journal of Construction Engineering and Management, 1992, 118(2):244-257
[6] Lee S L, Mansur M A, Tan K H,et al.Crack control in beams using deformed wire fabric[J].Journal of Structural Engineering,1989,10(115):2645-2660

The Application of SWMM in the Analysis of a Campus Drainage System Zhengrong Fu1, a, Jiaxin Zhuang2,b and Liangzhu Wang3,c 1 Civil Engineering College, Hunan University of Technology, Taishan West Road, Zhuzhou, Hunan, 412007, P.
China 2 Civil Engineering College, Hunan University of Technology, Taishan West Road, Zhuzhou, Hunan, 412007, P.
Set the engineering subjects and default value 2.
Water Resources and Hydropower Engineering.Vol.37-4( 2006), p.37(4), 64-67, In Chinese [4] Xiangyang Xu.

Research Status and Development Application of Ceramsite Concrete Short Pier Shear Wall Bin Hu a, Rongyue Zheng b and Bifei Zhou c Department of Civil Engineering, Ningbo University, Ningbo, 315211, China atomey123@sina.com,brongyue@nbu.edu.cn, cbfzhou@126.com Keywords: ceramsite concrete short pier shear wall; research status; development application.
Meanwhile, as the construction cost, the economic efficiency which manifests unremarkable in the non-structural engineering.
According to presentations, the relative earthquake resistance coefficient of the ceramsite concrete is 109, while the ordinary concrete is 84, the brick masonry is 64.We can see from the result of the actual earthquake that several ceramsite concrete industries and civil constructions in Beijing and Tianjin area were in good condition after Tangshan strong earthquake in 1976.
If above questions can be solved, it must promote the ceramsite concrete short pier shear wall greatly in engineering and enrich the technical method of construction energy conservation.
Tao, Lightweight aggregate concrete shear wall experimental study, Hebei Engineering Institute Journal, 3 (1993) 33-47