Search results

Advances in Monitoring of Reinforcement Corrosion in Concrete Structures Jin Wu Department of Civil Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China wujin@nuaa.edu.cn Keywords: reinforcement corrosion; monitoring; durability; sensor.
It is hoped that the paper will be helpful to the field engineers and laboratory researchers who are monitoring and studying the corrosion of reinforcement in concrete structures.
In practical monitoring, the reinforcement bars and concrete in FBG sensors could be the same as that of practice engineering, and the sensor is attached to the reinforcement in the measured structure, which at most assures the corrosion environment of sensors.

Dynamic Characteristics Analysis of Large-span Cable-stayed Bridge Shi Xiaoxing Baicheng Normal College, Department of Civil Engineering Keywords：large-span; cable-stayed bridge; dynamic characteristics; finite element Abstract：The built-up large-span cable-stayed bridges are taken as the engineering background Integrated finite element analysis for whole bridge is applied to establish finite element model of calculative reference bridge . 
Introduction Due to the sound span ability, new efficient structure, cable-stayed bridges become one of the fastest growing and the most competitive kinds in modern bridge engineering. [1]Recently, with the increasing consideration of economy and beautiful façade of the bridge construction, twin towers, leaning tower and cable-stayed bridges gain more and more popularity.

Mixed flow pumps applications have been exploited in a large number of diversified fields of engineering.
Neumann, The interaction Between Geometry and Performance of a centrifugal Pump, Mechanical Engineering Publications,London. 1991 [5] V.K.
Constantin, Diagnosis and Vibration Diminishing in Pump Operation, Procedia Engineering . 100 ( 2015 ) 970 – 976
Sawicki, Experimental Measurements as the Basis for Determination of the Source of Pumps’ Excessive Vibration, Theoretical Foundation of Civil Engineering. 111 (2015) 269-276
Zhao, Vibration analysis of large bulb tubular pump house under pressure pulsations, Water Science and Engineering. 2:1 (2009) 86-94.

The study of axial compression ratio impact on Steel reinforced concrete Pressure twist component Jiming Liu1, a, Xiangyang Xing2,b , Zengwei Liu1,c 1School of Civil Engineering, Qingdao Technological University, Qingdao, 266033, China 2China Railway Construction Bureau CO.
As Steel reinforced concrete (SRC) structure has a good prospect in Practical engineering, large number of studies carried out home and abroad, as for the study of the Steel reinforced concrete composite torsion , research data is not mature at present time.
Study On Restoring Force Model of Lattice Type Steel Reinforced Concrete Columns[J], Structural engineer, 2004,20(6) [4] Hong Tie Zhao, Steel and concrete composite structure, BeiJing: Science Press, 2001.3

Sustainable Design on Urban Landscape Feifei Yu1, a, Yunan Yang2,b, Hui Li2, c and Fei Xiang2,d 1 College of Art, China Three Gorges University, Yichang,Hubei,443002,China 2 College of Civil Engineering and Architecture, China Three Gorges University, Yichang,Hubei,443002,China azcfyufeifei@163.com, b22409804@qq.com, c124010616@qq.com, d870618658@qq.com Keywords: Urban landscape, Sustainable, Self-renewal, Efficient, Ecological System Abstract.
Exploring design principles and methods of sustainable landscape from land use, landscape materials, engineering technology, ecological system, maintenance and management of landscape and other aspects, then providing the reference for the healthy development of cities and urban landscape.
Rationality of landscape materials and engineering technology applications A reasonable use of landscape of the hard material and materials, mainly reflect in the following aspects: First, control hard landscape especially the proportion of hard pavement and green space.

Modeling and Dynamic Response Analysis of an Point Supported Plate by Using ANSYS and MATLAB Cihan Demir1,a, Yunus Alapan1,b 1Yildiz Technical University, Faculty of Mechanical Engineering, Department of Mechanical Engineering Yildiz-İstanbul, Turkey 2 Yildiz Technical University, Faculty of Mechanical Engineering, Department of Mechanical Engineering Yildiz-İstanbul, Turkey acdemir@yildiz.edu.tr, balapan@yildiz.edu.tr Keywords: Modal analysis, System model, Model truncation, Dynamic Analysis.
The dynamic behavior of plates with mixed boundary conditions has been the subject of intensive study for many years due to its great importance in many engineering applications.
Introduction Plates with mixed boundary conditions are key components in civil and mechanical engineering and industrial design.

Influence of Temperature on Strength and Elastic Stiffness Behaviours of Ottawa Sand under Triaxial Compression Test Kosit Jariyatatsakorn1,a*, Warat Kongkitkul1,b 1Department of Civil Engineering, Faculty of Engineering, King Mongkut’s University of Technology Thonburi, Thailand akositabn@outlook.com, bwarat.kon@kmutt.ac.th Keywords: Elastic stiffness, Ottawa sand, Strength, Temperature, Triaxial compression test.
Ottawa sand, widely used in geotechnical engineering research, was selected for these TC tests.
Introduction The investigation of the temperature effects on the behaviour of granular materials is receiving increasing attention due to its significant implications for sustainability in geotechnical engineering [1, 2].
Therefore, it is necessary to investigate the temperature effects on various sand types to better understand and effectively adapt design strategies to improve sustainable engineering.
Ottawa sand is widely adopted in the geotechnical engineering research.

Schwedler Single-layer Ellipsoid Reticulated Shell Static Stability analysis of influencing factors Ru Wang1,a,Linan Xie2,b and Hu Chang3,c 1,2,3College of Civil Engineering,XI ' an University of Architecture and Technology, Xi’an,710055,Shannxi,China awangru@xauat.edu.cn, bxielinan122154@126.com, ccballackh@126.com Keywords: ellipsoid; schwedler; parameter analysis; eigenvalue; ultimate bearing capacity Abstract.
These study results can provide theoretical basis and technical reference for further studying on static stability of schwedler single-layer ellipsoid reticulated shell and engineering practice.
Structure size.Taking into account engineering practical application and single-layer reticulated shell common size on the analysis, long-span is took a fixed value equal to 50m, thus is 2a=50m.
Appropriate increase the section dimension of the members, in order to avoid this situation and ensure engineering construction structure stability of the schwedler single-layer ellipsoid reticulated shell with rise-to-span at about 0.5.

To study the performance of the rigid frame arch bridge under near-fault earthquake ground motion, two 3D FE models were created for earthquake response analysis of the bridge, using the computer program MIDAS/Civil.
(in Chinese) [2] CSTAM and IEM: Journal of earthquake engineering and engineering vibration, vol. 28 (Supplement) (2008)
Zhang: Journal of Structural and Earthquake Engineering, vol.65, (2009).
Zhao, Analysis of seismic damage of engineering structures in Wenchuan earthquake, Southwest Jiaotong University Press, Chengdu China (2008).
Fan.: Engineering mechanics, vol.27, (2010).

Journal of Automobile Engineering, 2004. 218: p. 1067-1075
Journal of Automobile Engineering, 2000. 214: p. 347-359
Biomedical Engineering, 1994. 28(5): p. 262-264
Experimental Analysis of Nano and Engineering Materials and Structures.
Master Science and Engineering., A110 (1989) 1-36