Search results

Fracture Analysis for Damaged Aircraft Fuselage Using Substructure Method Jinsan Ju1, a, Xiaochuan You2, b, *Xiugen Jiang1,c , Jinzhao Zhuang1,d 1 Dept. of Civil Engineering, China Agricultural University, Beijing, 100083, P.R.
Key Engineering Materials, Vol. 348-349(2007), p. 705
Computer Modeling and Simulation in Engineering, Vol. 4 (1999), p. 457
Engineering Fracture Mechanics, Vol. 52(1995), p.51
Key Engineering Materials, Vol. 324-325 (2006), p. 871-874

Study on the Application of Lightweight Aggregate Ceramsite Concrete in Building LuNie1, a, YuanZhang2,b 1Dept. of Architecture, School of civil engineering and architecture Nanchang University, Nanchang, 330000,China 2General Institute of Architecture Design & Research of Jiangxi Nanchang,330000,China aarchilu@126.com, bnlzy0791@163.com Key words: ceramsite, ceramsite concrete, function, application, energy saving, heat insulation Abstract.
Shanghai Jianke courtyard using ceramsite concrete in roof insulating engineering have good thermal insulation performance and durability of the structure and the construction of the easy, completing the world trade tower, such as securities building, some buildings in Shanghai universities and other buildings, not only increased roof material price, also greatly shorten the construction period, and achieved good social effect in [4].
Architectural engineering in North America, Europe, Russia and other developed countries used the ultra light ceramsite concrete in the cushion layer or back packing for thermal insulation, heat insulation, sound insulation, seepage control, prevent moisture, sunscreen, antifreeze, fire prevention, durable.
The application of High-performance composite insulation material ceramsite concrete in engineering [J].journal of architecture and engineering, 2009, (19),p. 211
The comparison on the technical performance and economy of high efficiency ceramsite concrete roof insulating engineering [J].journal of architecture construction, 24 (6), p.470-472

The Simulation of Ambient Vibration Signal of High-Tech Factory Buildings Ground Base Kai-Jen Cheng1, a, Shyi-Lin Lee1, b and Jie-Yu Yang1, c 1Department of Civil Engineering Chung Hua University, 707, Sec.2, WuFu Rd., Hsinchu, Taiwan achengkaijen@yahoo.com.tw, bleesl@chu.edu.tw, clainhs@hotmail.com Keywords: high-tech factory buildings, ambient vibration, white noise Abstract.
Structural Engineering.
Structural Engineering.
Structural Engineering.
Structural Engineering.

Stochastic three-dimensional joint geometry model and the properties of REV for a jointed rock mass TAN Wen-huia, SUN Zhong-huab, LI Ningc, JIANG Xiao-hongd School of civil and environmental engineering, University of Science and Technology Beijing, China aemail:wenhui.t@163.com bemail: suns1218@sina.com cemail:330485805@qq.com demail:324213986@qq.com Keywords: jointed rock mass; 3D network modeling; REV; 3DEC; mechanical parameters Abstract: The lithology of rock mass is non-homogeneity, anisotropy, and exists size effect.
A new way of determining mechanical parameters of engineering rock mass.
Chinese Journal of Rock Mechanics and Engineering, 2001, 20(2): 225-229 [2] Yang Tian Hong, Yu Qing Lei, Yang Li Ming, et al.
Theory and Engineering Application of 3D Network Modeling of Discontinuities in Rockmass, Beijing: Science Press, 2008 [5] An Yu Hua, Wang Qing.
Rock Mechanics and Rock Engineering, 1992, 25(4): 253-274

Reliability Analysis of Continuous Steel Truss Bridge Stiffened with Rigid Cables Based on Stochastic Finite Element Method Jian Liu1,a, Yongjian Liu 2,b 1College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Hunan, Changsha, 410000; 2Chang’an university, Key Laboratory for Bridge and Tunnel of Shaanxi Province, Shaanxi, Xi’an 710064 aliegess@126.com, bsteel163@163.com Keywords: stochastic finite element, reliability, rigid cable, steel truss bridge, failure probability Abstract: To analysis the reliability of Dongjiang Bridge, a steel truss bridge stiffened with rigid cables, a new analysis method that combined with each advantage of some common reliability computing method was put forward, which could get the probability distribution and numeric attributes of complex bridge structure's response expediently, and then get the reliability index and failure probability.
Practical Engineering The Dongjiang Bridge was the first double-deck roadway bridge, which type was continuous steel truss bridge stiffened with rigid cables.
The main result of Dongjiang bridge was show as Table 2 (member No. in Fig.1) The Table 2 shown that: the lowest reliability index of main truss was 5.12, happened in mid nether truss of the mid support(E14E15), was high than limit value 4.7 provided by “Unified Standard for Reliability Design of Engineer Structure”(GB/T50283-1999, China), and its failure probability was 1.53E-07.
Stochastic Finite Element Analysis of Shells with Combined Random Material and Geometric Properties [J].Computer Methods in Applied Mechanics and Engineering, 2003, 193(1): 139-160
Unified Standard for Reliability Design of Engineer Structure.

Patil7,h 1Civil Engineering Department, Jadara University, Irbid, Jordan. 2Department of Chemistry, Sri Eshwar College of Engineering, Coimbatore -641202, India. 3School of Civil Engineering, Universiti Sains Malaysia, Engineering Campus, Penang, Malayia. 4Department of Biomaterials, Saveetha Dental College and Hospitals, Saveetha Institute of Medical and Technical Sciences, Velappanchavadi, Chennai 600077, India. 5Civil Engineering Department, Yarmouk University, Jordan. 6Department of Computer Science & Engineering, Graphic Era Deemed to be University, Dehradun, Uttarakhand 248002, India. 7Department of Environmental Science, Ratnagiri Sub-Campus,University of Mumbai, Ratnagiri - 415639, Maharshtra, India ar.ismail@jadara.edu.jo, brathinam.r@sece.ac.in, cmarwa@jadara.edu.jo, dajamal@student.usm.my, ersathish1989@gmail.com, fdrhashem2010@yahoo.com, gbhasker.pant@geu.ac.in, hpypatil2009@gmail.com Keywords: Rhodamine B, Photocatalytic degradation, Metal Organic Framework, Mn-BIM

Abdul Maleque* a, Belal Ahmed Ghazala, Mohd Yeakub Alia, Maan Hayyanb and Abu Saleh Ahmedc aDepartment of Manufacturing and Materials Engineering Kulliyyah of Engineering, International Islamic University Malaysia 53100, Kuala Lumpur, Malaysia.
bDepartment of Civil Engineering, University of Malaya, Kuala Lumpur cDepartment of Mechanical Engineering, University Malaysia Sarawak, Kuching, Malaysia maleque@iium.edu.my; belalghazal88@gmail/com Keywords: wear, hardness, tungsten inert gas torch; titanium carbide.
and Matthews, A, Coating tribology: properties, techniques and applications in surface engineering (2nd ed.).
J. of Mechanical and Materials Engineering (IJMME), (2012), 7(1), pp. 48-53.

Malkawi 1, e 1Department of Civil and Environment Engineering, Universiti Teknologi PETRONAS, Malaysia 2Civil Engineering Department, Politeknik Negeri Lhokseumawe, Indonesia afadhilnuruddin@petronas.com.my, bfauzi8043@yahoo.co.id, cmubarakwahab@petronas.com.my, dnasirshafiq@petronas.com.my, emalkawi075@hotmail.com Keywords: Chemical composition, particle size, workability, setting time, compressive strength, rapid chloride permeability.
Procedia Engineering Vol 148 (2016) p. 487–493
Procedia Engineering Vol 148 (2016) p. 710-717
IOP Conference Series: Materials Science and Engineering Vol 133 (2016) p. 012021, DOI:10.1088/1757-899X/133/1/012021
IOP Conference Series: Materials Science and Engineering Vol 133 (2016) p. 012052, DOI:10.1088/1757-899X/133/1/012052

Analytical Solution of Elastic-Plastic Buckling of an H-shaped Steel Column under Axial Compressive Load and Bending Moment Niu Peng1,a,Yang Gang1,b , Gong Benqi 1,c, Jin Chunfu2,d 1 Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian, China 116026; 2 School of Civil Engineering ,Shenyang Jianzhu University ,Shenyang China ,110168 a Np777@126.com , byanggang@newmail.dlmu.edu.cn, cgongbenqi_f@sina.com, d kim777@126.com Key words: steel structure, Ježek method, elastic-plastic buckling, analytical method Abstract.
Introduction Steel structure is one of widely-used forms in the modern architectural engineering, which has many advantages such as good aseismatic performance, lightweight and high strength.
The stability problems can be solved by the numerical methods, such as the numerical integration [1], the finite element analysis [2,3]，and so on, but the computational accuracy of these methods are finite and more importantly inconvenient for the application in engineering.
Appropriately adjusted and simplified (the subsequent work of this paper), the formulae will be more conveniently applied in the design of engineering.
Vol.65 (2009), P.737 [3] Liu Jie, Sun Sheng, Guan Yanjin: materials processing technology, Vol.209 (2009), P.1580 [4] Chen Ji: Stability of Steel Structures Theory and Design, science Press (2003) [5] Zhou Liyun,Guo Jiangang, Cao Tianjie: Journal of Taiyuan University of Technology, Vol.5 (2002), P.561 [6] Yang Gang Wang Haibin, Zhang Aifeng: Analytical Engineering Mechanics Vol.5 (2007), P.53

Seismic Response Analysis of Partial Curve Long-span Rigid Frame Bridge with Super High Pier Yang Liu1, a, Da Wang 1,b Minhai Cheng 1,c 1 School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha Hunan 410076, China a 13973198842@vip.163.com, b yxwang2006@sohu.com, c184231551@qq.com Keywords: Bridge engineering，time history analysis method，seismic response，displacement time history，bending moment time history，seismic performance.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (50608009), Ministry of Transport and traffic projects in Western of China (200631800019)and Bridge and Tunnel Engineering Foundation of Key Disciplines of China (10QSXK08).
Highway Engineering，2008，33(1)：36-39.
Earthquake Resistant Engineering and Retrofitting，2005，27(6)：75-79.
Highway Engineering，2008，33(2)：58-63.