Search results

Introduction In recent years, textile composite are widely utilized as structural components in the area of aerospace, civil engineering, protective armour and automotive applications.
Salleh, "Modeling Plain Woven Composite Model with Isotropic Behavior," in Proceedings of the International Colloquium in Textile Engineering, Fashion, Apparel and Design 2014 (ICTEFAD 2014), 2014, p. 19
Stig, "An Introduction to the Mechanics of 3D-Woven Fibre Reinforced Composites," Licentiate Thesis, Department of Aeronautical and Vehicle Engineering, School of Engineering Sciences, Kungliga Tekniska högskolan (KTH), Stockholm, Sweden, 2009
Wahit, "The Effect of Fabric Weave on Tensile Strength of Woven Kenaf Reinforced Unsaturated Polyester Composite," International Colloquium on Textile Engineering, Fashion, Apparel & Design 2014, 2014

Accounting for the Flexibility of Beam-Column Joints within New Zealand Steel Moment-Resisting Frame Structures WILES Lilliana1,a, PETHYBRIDGE Jonathan2,b and SULLIVAN Timothy John3,c* 1Department of Civil and Natural Resources Engineering, University of Canterbury, Christchurch, New Zealand alrw45@uclive.ac.nz, bjjp58@uclive.ac.nz, ctimothy.sullivan@canterbury.ac.nz Keywords: steel moment-resisting frame, beam-column joints, rotational stiffness.
Many practicing engineers use simplified design tables to detail beam-column joints for strength requirements, without accounting for the flexibility of joints.
Many practicing engineers size members and connections using tables from the HERA design guide [3], which provides the strength of steel members and connections.
Clifton, & New Zealand Heavy Engineering Research Association, Structural Steelwork Connections Guide, New Zealand Heavy Engineering Research Association (1999)
[8] SeismoSoft srl, SeismoStruct, SeismoSoft Ltd., Inc., Earthquake Engineering Software Solutions, Greece, [online].

Effect of Gradation and Cement on the Properties of Soil-Cement Mixtures Sung-Chi Hsu1, a, Huan-Yang Chiang2,b and Ji-Yuan Lin3,c 1 Professor, Department of Construction Engineering, Chaoyang University of Technology, 168 Jifong East Road, Wufong, Taichung City 41349, Taiwan. 2 Post Graduate Student, Department of Construction Engineering, Chaoyang University of Technology, 168 Jifong East Road, Wufong, Taichung City 41349, Taiwan. 3 Associate Professor, Department of Construction Engineering, Chaoyang University of Technology, 168 Jifong East Road, Wufong, Taichung City 41349, Taiwan.
Acknowledgements The authors wish to thank Sinotech Engineering Consultants, Inc. for providing the help, guidance, and testing data throughout the study.
Balogun: Effect of sand and salt additives on some geotechnical properties of lime-stabilized black cotton soil, The Nigerian Engineer, 26(4), 15–24 (1991)
Haeri: Triaxial behaviour of a cemented gravely sand, Tehran alluvium, Geotechnical and Geological Engineering, 21, 1, 1-28 (2003)
Hoppe: Physical and Chemical Behavior of Four Cement-Treated Aggregates, Journal of Materials in Civil Engineering, 19, 10, 891-897 (2007)

Numerical Simulation of Lining’s Mechanical Behavior in Subway Tunnel Lixin Li 1, a, Lei Li 2, b and Xin Li 3, c 1, 2, 3School of Civil Engineering, Shengyang Jianzhu University, Shenyang, 110168, China alilixin1966@163. com, bshglilei@163. com, cshglixin@163. com Keywords: Numerical analysis; Subway Tunnel lining; Finite elements; Excavation; Stress Abstract.
Engineering Geological.
Yao: Chinese Journal of Rock Mechanics and Engineering, Vol. 24, No. 3(2005), (In Chinese) [4] J.S.
Liu: Chinese Jourmal of Rock Mechanics and engineering, No. 27(2008), (In Chinese) [6] J.X.
Tang, Ping Yang: Chinese Jourmal of Rock Mechanics and Engineering, Vol. 6, No. 1(2010), (In Chinese) [7] Y.S.

Influence of Earthquake Attack Angle on Seismic Demands for Structures under Bi-directional Ground Motions Yu Zhang a, Quanwang Li band Jiansheng Fan c Department of Civil Engineering, Tsinghua University, Beijing, 100084, China aforeveranthem@126.com,b li_quanwang@tsinghua.edu.cn, cfanjsh@tsinghua.edu.cn Key words: Seismic response; uncertainty; attack angle of earthquake excitation; bi-directional ground motions; modification factor Abstract.
Proceedings of the twelfth world conference on earthquake engineering, 2000
Proceedings of the thirteenth world conference on earthquake engineering, 2004
Engineering Structures 2001; 23: 579-591 [10] Lopez, OA., Chopra, AK. & Hernandez, JJ. 2000.
Journal of Structural Engineering, ASCE, April 2002, 526-533 [13] Pacific Earthquake Engineering Research Center (PEER). http://peer.berkeley.edu.

Simulation of Deep Excavation and Shoring with FEM Based on ADINA Zhang Xiang-donga, Zhang Shuang b Institute of Civil Engineering and Transportation, Liaoning Technical University, Liaoning, 123000, China azhxd2008@yahoo.com.cn, bwangtaochunyan@126.com Key words: Deep excavation, Excavation and supporting, Numerical simulation, Finite element software of ADINA; Anchor rope.
[2] Jiyong Zhu, Xiaorong Ni: Rock Mechanics and Engineering Vol.24 (2005), p. 5410-5412, in Chinese
[4] Guangyu Lei, Tierong Li and Canguo Jin: Geotechnical Engineering and Underground Engineering Vol.29 (2009), p. 65-67, in Chinese
[5] Zhigang Yang, Jiangang Liu and Mingliang Du: The Engineering of Western Engineering Vol. (2007), p. 14-17, in Chinese
[9] Kang Xie, Jian Zhou: Theory and applications of finite element analysis in geotechnical engineering (Science Press,2002 ), in china

Preface The 7th International Conference of Advanced Manufacturing ICAMaT 2014 was held under the high patronage of the Romanian Academy, on 23 - 24 October 2014, in Bucharest, Romania, at the POLITEHNICA University of Bucharest, Faculty of Engineering and Management of Technological Systems (IMST), with the participation of experts from Romania, France, Czech Republic, Bulgaria, Iraq etc.
The Conference was held in parallel with other three Conferences organized by the IMST Faculty, ICNcT 2014 - The 17th International Conference of Nonconventional Technologies, POLCOM 2014 - The International Conference of Technology for Polymeric and Composites Products, ROBOTICS 2014 - The 6th International Conference on Robotics, that were held in honor of the twofold anniversary: 60 years anniversary of the Manufacturing Engineering Department (TCM) from POLITEHNICA University of Bucharest and 15 years since the first Conference on Advanced Manufacturing Technologies - ICAMaT was launched.
The first ICAMaT Conference was held in 1999 under the acronym CITAF (derived from the abbreviation in Romanian) at the initiative of the Manufacturing Engineering Department (TCM) and had a national character.
The Manufacturing Engineering Department, which is part of the Faculty of Engineering and Management of Technological Systems, was established in September 1954 with the support of Professor Constantin POPOVICI, mentor and promoter of the TCM study programmes in Romania.
The Conference successfully brought together engineers, researchers and professors, specialists in various fields, such as Product Development, CAD, CAM, CAE, CIM Techniques and Concurrent Engineering, Cutting Processes, Cutting Tools and Forming Technologies, Manufacturing Technologies, Technological Equipment and Automation, Management, Marketing, Production Planning and Production Quality.

Effect analysis on tunnel serviceability state by the above expressway extension in loess area Keguo Sun1, a, Chao Kong2,b, Wenge Qiu3,c, Kai Liu1, Weiping Xu1, Lun Gong1 1 Key Laboratory of Transportation Tunnel Engineering, Ministry of Education, School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China) asunkeg@126.com, b394757022@qq.com, cqw@163.com Keywords: underlying tunnel, serviceability state, loess area, FLAC3D, structure uplift Abstract.
Journal of Geotechnical Engineering, 2006, 28(3): 353- 357
Journal of Geotechnical Engineering, 2006, 28(10): 1277- 1282
Journal of Geotechnical Engineering, 2009, 31(5): 805- 810
Journal of Geotechnical Engineering, 2006, 28(3): 312- 316.

Journal of yantai university(Natural science and engineering edition), 2008, 21(2):144-148
Journal of Structure Engineering, 2006, 132(11):1813-1820
Canadian Journal of Civil Engineering, 1980, 7(1): 1-18
Journal of Wind Engineering and Industrial Aerodynamics, 2003, 91:829-839
Journal of Wind Engineering and Industrial Aerodynamics, 1990, 34(3): 223-250.

Reliability Engineering and System Safety, 1992, 35: 235～244
Nuclear Engineering and Design, 1986, 93: 245-273 [7] Dorre P.
Reliability Engineering, 1987, 17 (1) [8] Atwood C.L.
Nuclear Power Engineering, 1995, 16 (1): 67-71(In Chinese) [10] SAE ARP4761 Guideline and Methods for Conducting the Safety Assessment Process on Civil Airborne Systems and Equipment, SAE, Dec, 1996 [11] Vauno J K.
System reliability model considering CCF, Journal of Mechanical Engineering 2005, 41 (1) (In Chinese)