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Cairney1,e 1Australian Centre for Microscopy & Microanalysis, University of Sydney, Australia 2School of Mechanical, Materials and Mechatronic Engineering, Wollongong University, Australia 3School of Civil Engineering, University of Sydney, Australia acheng.lee@sydney.edu.au, bgursel@uow.edu.au, cgspinks@uow.edu.au, dgwenaelle.proust@sydney.edu.au, ejulie.cairney@sydney.edu.au Keywords: focused ion beam, thermal microactuator, finite element analysis Abstract Individually released polystyrene-platinum bimorph microcantilevers that have potential applications as MEMS/NEMS thermal actuators are produced using focused ion beam micromachining technique.
The authors gratefully acknowledge the scientific and technical input and support from the Australian Microscopy & Microanalysis Research Facility (AMMRF) node at the University of Sydney and the Faculty of Engineering at the University of Wollongong.
Bowen, “New Materials for Micro-scale Sensors and Actuators-An Engineering Review”, Paper Published in Materials Science and Engineering Reports, Vol. 56(1-6) (2007)

The calculation can provide a reference for engineering.
The Assessment of Damage State in Masonry Structures [J] Journal of Harbin University of Architecture and Engineering, 1996, Vol.29, No.4 (In Chinese) [2] Weiming Li, Hongping Zhu, Yong Xia.
Numerical Research on a Full-scale Masonry Building Retrofitted by External Precast Structure [J] Journal of Civil Engineering and Management, 2011, Vol.28, No.3 (In Chinese) [7] Shuhong Wang, Chun’an Tang, Xian Wu.
Numerical Model and Simulation of Masonry Fracture Process [J] Engineering Mechanics, 2005, Vol.22, No.2 (In Chinese) [8] Guocheng Li, Weiming Li.
Study on the Influence on Surrounding Buildings by Construction of Yangtze River Tunnel [J] Journal of Railway Engineering Society, 2007 Jul.

Journal of Jilin University(Engineering and Technology Edition), 2009, 39(5)
Content Extraction Technique for Web Pages Based on HTML-tags[J], Computer Engineering and Design, 2010, 31(24)
A novel approach for content extraction from web pages[C]//Engineering and Computational Sciences (RAECS), 2014 Recent Advances in.
Knowledge and Data Engineering, IEEE Transactions on, 2010, 22(3): 447-460
The use of Web2. 0 style technologies among Chinese civil society organizations[J].

Bearing Capacity of Suction Caisson Foundations Using FEM Analysis Zhiyun Wang1, a, Maotian Luan2,b and Lu Shen3,c 1Civil Engineering Institute, Dalian Ocean University, Dalian, Liaoning, 116023, China 2 Institute of Geotechnical Engineering, Faculty of Infrastructure Engineeiring, Dalian University of Technology, Dalian, Liaoning, 116024, China 3 Civil Engineering Institute, Dalian Ocean University, Dalian, Liaoning, 116023, China adlutwzhy@163.com, bmtluan@dlut.edu.cn, cshenlu@dlou.edu.cn Key words: Suction Caisson Foundation; Ultimate Capacity; Failure Envelope; Finite Element Analysis Abstract.
As one of the novel types of offshore foundations, expiration and studies on bearing capacity and computation method of suction caisson foundation is one of the key tasks in design and construction of deep sea engineering.
Nevertheless these errors will be allowable in engineering practice.

Investigate the statistical damage model of transversely isotropic soil Si Yang Chen1,a Yan Peng Zhu1,b Zhong Li1,c Tian Yu Zhang 2 Xiao Fei Teng 3 1.Collage of civil engineering,Lanzhou University of Technology,lanzhou730050,China; 2.Lanzhou military political department management office,lanzhou730000,China; 3.Northwest Municipal Engineering Design & Research Institute Co., Ltd.
Introduction Geotechnical widely exist in nature, and as a structural engineering application is the most common and most massive materials, because of its porous, heterogeneous and structural property,and under the action of load of its internal structure and mechanical properties of continuous change, make it become the constitutive relationship of geotechnical engineering circles problem.The constitutive model of rock and soil research has two major branches: one is the mechanics of continuous media, through its continuous medium mechanics phenomenological method and dissipative process of irreversible thermodynamics, materials on the macroscopic mechanical response, the material constitutive model;Another kind is the micromechanics, it through the soil microstructure and micro crack (void ) damage evolution process, study material deformation and damage the relationship between variables, derivation of the constitutive relation of material.Although both methods are different, but
Refer to the Lemaitre J [2] equivalent strain hypothesis, think of anisotropic damage is the result of material the main reasons for the damage, equivalent stress general forms can be written as (1) wherecalled the damage tensor of effective, geotechnical engineering, should choose reasonable effective use the damage tensor.

Introduction Rock materials are widely used in civil and architectural engineering.
Chinese Journal of Rock Mechanics and Engineering, 2006,25(10),P. 1951-1959, In Chinese [4] Jingchang Sheng, Jishan Liu, Jian Zhao.
Chinese Journal of Rock Mechanics and Engineering, 2006, 25(7),P. 1402-1407, In Chinese [5] Z.Q.
Chinese Journal of Geotechnical Engineering, 2005, 27(8), P. 956–964, In Chinese [7] Qinglei Yu, Chun’an Tang, Shibin Tang.
Chinese Journal of Rock Mechanics and Engineering, 2007, 26(3), P. 551-559, In Chinese [8] L A Vese, T F Chan.

Flow Induced Vibration in the Seal System Nan Zhang Beijing Engineering Research Center of Monitoring for Construction Safety,School of Mechanical-electronic and Automobile Engineering, Beijing University of Civil Engineering and Architecture, Beijing 100044, China zhangnan@bucea.edu.cn Keywords: flow induced vibration; rotor-seal system; fluid-structure interaction Abstract.
Introduction Flow induced vibration has been a serious problem in many engineering fields, such as air induced vibration in the aircraft and wind induced vibration in the high buildings.
At the engineering, the analysis of the fluid force F on the flow direction is using Morison method[9] in the pulsating flow induced vibration.

Study on the Safe Distance between Offshore Oil and Gas Fixed Platform and Ship Customary Routes ZENG Fanchao1, a, WENG Jianjun2, b *, ZHOU Yang3, c, and GUO Zhixin4, d 1 Hubei Key Laboratory of Inland Shipping Technology, Wuhan University of Technology, Wuhan 430063, China 2 Hubei Key Laboratory of Inland Shipping Technology, Wuhan University of Technology, Wuhan 430063, China 3 Department of Hydraulic Engineering, Faculty of Civil Engineering and Geosciences, Delft University of Technology, Delft, 2628 BX, the Netherlands 4 Hubei Key Laboratory of Inland Shipping Technology, Wuhan University of Technology, Wuhan 430063, China a zengwhut@126.com, b wjj11233@163.com, c Y.Zhou-5@tudelft.nl, d oceansky465@163.com Keywords: offshore oil and gas fixed platform; customary routes; safe distance; ship not under command Abstract: With an increasing number of the offshore oil and gas fixed platforms, the traffic environment is becoming more complicated, which will have a negative impact
Therefore, the study on the safe distance between the platform and the customary routes has practical significance. 2 Designation of the Safe Operation Area of the Platform 2.1 Operation Method of the Platform The normal operation of a platform usually need the offshore engineering ships for supply and support, the submarine pipelines for transportation of the oil and gas, and the Floating Production, Storage and Offloading ship hereinafter referred to FPSO for processing and storage [1].
(i) The offshore engineering ships are used to transfer the material and person on the platform or for emergency.
An overview of marine & utility system for offshore platform, Engineering Sciences.2013.8 (4): 43-49

Study on Compression Deformation Characteristics of Coarse-grained Soil in High Filled Subgrade Qun Liua and Xiangbo Dengb School of Civil Engineering, Central South University, Changsha 410075, China achongerfei26@163.com,bdengxb668899@hotmail.com Keywords: coarse particle packing; compressive deformation; moisture content; grain composition.
Introduction Coarse-grained soil is applied in high railway engineering due to its good compaction performance and high shear strength.
At present, there aren’t many researches on engineering properties of coarse-grained soil, which slowers its development and application [1-8].
According to engineering indexes of grain composition and moisture content, uniaxial compression test was designed to study characteristics of compressive deformation of coarse-grained soil in high filled subgrade.
Yang, Experimental study on compressive deformation of coarse-grained fill for railway subgrade, Subgrade Engineering, 6 (2012) 53-56

Research on the Evaluation Method of Water Stability for Large Size Aggregate Particle Asphalt Mixture Zhao-Hui SUN1,a,*, Tie-Bin WANG2,b, Ze-Feng WU3,c and Zhi-Song WANG4,d 1School of the Civil Engineering ,Shenyang Jianzhu University,China. 2.Liaoning Provincial Traffic Engineering Quality and Safety Supervision Bureau, China . 3Liaoning Provincial Highway Administration Bureau, China 4Liaoning Provincial Highway Construction Bureau, China.
Introduction China's current “Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering” JTG E20-2011using the freeze-thaw splitting test method to evaluate asphalt mixture water stability, the traditional Marshall compaction test method is used to mold the test specimens, when the aggregate size is larger ( maximum aggregate particle size is more than 25mm) , The larger size particle aggregates meeting the quality requirements of road are easily broken and not easy molding under the standard compaction conditions.
The plate -shaped specimen with length 300mm, width 300mm, 50 ~ 100mm thick is molded by wheel grinding machines according to China's current “Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering” JTG E20-2011T0703.
References [1] Highway Science Research Institute, Ministry of Communications “Technical Specifications for Construction of Highway Asphalt Pavements” JTG F40-2004[S] Beijing: China Communications Press, 2004 [2] Highway Science Research Institute of Communications Ministry“Standard Test Methods of Bitumen and Bituminous Mixtures for Highway Engineering” JTG E20-2011 [S] Beijing: China Communications Press, 2011 [3] ASTM D 3496-79, Standard Method for PREPARATION OF BITUMINOUS MIXTURE SPECIMENS FOR DYNAMIC MODULUS TESTING