Sort by:
Publication Type:
Open access:
Publication Date:
Periodicals:
Search results
Online since: February 2014
Authors: Chun Yu Zhang, Yun Peng Ren, Xian Shuai Chen
At present, the technology has been applicable to various fields which include shoes, industrial design, construction industry, auto industry, aerospace, education, geographical information systems, civil engineering, guns and so on.
Influence of forming conditions on the titanium model in rapid prototyping with the selective laser melting process [J].Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering
Biomedical Engineering,2010,27(3): 519-523 [17] YanBin Chen.
Materials Science and Engineering a-Structural Materials Properties Microstructure and processing, 2006,428(1-2):148-158
Proceedings of the Institution of Mechanical Engineers Part C-Journal of Mechanical Engineering Science, 2003,217(l):119-126
Influence of forming conditions on the titanium model in rapid prototyping with the selective laser melting process [J].Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering
Biomedical Engineering,2010,27(3): 519-523 [17] YanBin Chen.
Materials Science and Engineering a-Structural Materials Properties Microstructure and processing, 2006,428(1-2):148-158
Proceedings of the Institution of Mechanical Engineers Part C-Journal of Mechanical Engineering Science, 2003,217(l):119-126
Online since: October 2008
Authors: Yu Rong Guo, Qing Hu, Yun Lei Fan, Yan Xiao
Department of Civil Engineering, University of Southern California, Los Angeles, CA 90089 USA
3.
Network for Earthquake Engineering Simulation (NEES) project [1].
Brown J. network for earthquake engineering simulation, in 13th World Conference on Earthquake Engineering.
Earthquake Engineering and Structural Dynamics, 34(11), 1407-1425
Yang: ISEE: Internet-based Simulation for Earthquake Engineering - Part II: The application protocol, Earthquake Engineering and Structural Dynamics. 36(15), 1561-1579. (2007)
Network for Earthquake Engineering Simulation (NEES) project [1].
Brown J. network for earthquake engineering simulation, in 13th World Conference on Earthquake Engineering.
Earthquake Engineering and Structural Dynamics, 34(11), 1407-1425
Yang: ISEE: Internet-based Simulation for Earthquake Engineering - Part II: The application protocol, Earthquake Engineering and Structural Dynamics. 36(15), 1561-1579. (2007)
Online since: August 2013
Authors: Hai Jian Su, Chen Wang, Bo Meng, Hong Wen Jing
Journal of Mining & Safety Engineering, 2012,29(2): 185-190.
Chinese Journal of Rock Mechanics and Engineering, 2012,31(9): 1869-1878.
Chinese Journal of Rock Mechanics and Engineering, 2012,31(9): 1797-1803.
Chinese Journal of Rock Mechanics and Engineering, 2012,31(8): 1587-1596.
Chinese Journal of Rock Mechanics and Engineering, 2012,31(3): 543-549.
Chinese Journal of Rock Mechanics and Engineering, 2012,31(9): 1869-1878.
Chinese Journal of Rock Mechanics and Engineering, 2012,31(9): 1797-1803.
Chinese Journal of Rock Mechanics and Engineering, 2012,31(8): 1587-1596.
Chinese Journal of Rock Mechanics and Engineering, 2012,31(3): 543-549.
Online since: December 2010
Authors: De Min Wei, Jia Jian Zhao
Transverse Shearing Strain Energy Calculation of Single Cell Box Girder
Jia-jian Zhao1, 2, a, De-min Wei 1, b
1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, Guangdong, 510640, China
2College of Urban Construction, Zhongkai University of Agriculture and Engineering, Guangzhou, Guangdong, 510225, China
azjjjames@163.com, bscutb04@scut.edu.cn
Keywords: Single Cell Box Girder; Shearing Strain Energy; Shearing Stiffness; Diaphragm; Side Wall
Abstract.
So the calculation method presented in this paper is easy to promote and suitable for engineering computing needs
Acknowledgement This work is supported by National Natural Science Fund Project of China (50378040) and Scientific Research Fund Project of Zhongkai Univ. of Agriculture and Engineering (G3082927).
Huo: Engineering Structures Vol. 31 (2009), p. 1648 [2] Ashebo DB, Chan THT and Yu L: Engineering Structures Vol. 29 (2007), p. 1052 [3] Ashebo DB, Chan THT and Yu L: Engineering Structures Vol. 29 (2007), p. 1064 [4] Kim K and Yoo CH: Journal of Structural Engineering, ASCE Vol. 132 (2006), p. 1212 [5] Kim K, Yoo CH: Journal of Structural Engineering, ASCE Vol. 132 (2006), p. 1611 [6] Topkaya C, Widianto and Williamson EB: Journal of Bridge Engineering, ASCE Vol. 10 (2005), p. 693 [7] J.
Moon et al: Thin-Walled Structures Vol. 47 (2009), p. 21 [8] Jiho Moon, Jongwon Yi, Byung H.Choi and Hak-Eun Lee: Journal of Constructional Steel Research Vol. 65 (2009), p.1198 [9] Jongwon Yi, Heungbae Gil, Kwangsoo Youm and Hakeun Lee: Engineering Structures Vol. 30 (2008), p.1659 [10] Xiaoyu Liu and Tongling Sun: Journal of Chongqing Jiaotong University (Natural Science) Vol. 26(5) (2007), p. 9 (In Chinese) [11] Shenghua Li, Zhixiang Zhou and Xin Zhang: Journal of Chongqing Jiaotong University (Natural Science) Vol. 27(4) (2007), p. 3 (In Chinese ) [12] Jun Lian, Lei Jia, Xianwu Hao and at el: Communications Standardization Vol. (11) (2007), p. 202 (In Chinese) [13] Youfa Yang, Lifu Wang and Wen Huang: Steel Construction Vol. 20(4) (2005), p. 36 (In Chinese ) [14] Yingwu Yang, Zongxue Yin and Baisheng Wang: Central South Highway Engineering Vol. 30(2) (2005), p. 52 (In Chinese ) [15] Kyungsik Kim and ChaiH.
So the calculation method presented in this paper is easy to promote and suitable for engineering computing needs
Acknowledgement This work is supported by National Natural Science Fund Project of China (50378040) and Scientific Research Fund Project of Zhongkai Univ. of Agriculture and Engineering (G3082927).
Huo: Engineering Structures Vol. 31 (2009), p. 1648 [2] Ashebo DB, Chan THT and Yu L: Engineering Structures Vol. 29 (2007), p. 1052 [3] Ashebo DB, Chan THT and Yu L: Engineering Structures Vol. 29 (2007), p. 1064 [4] Kim K and Yoo CH: Journal of Structural Engineering, ASCE Vol. 132 (2006), p. 1212 [5] Kim K, Yoo CH: Journal of Structural Engineering, ASCE Vol. 132 (2006), p. 1611 [6] Topkaya C, Widianto and Williamson EB: Journal of Bridge Engineering, ASCE Vol. 10 (2005), p. 693 [7] J.
Moon et al: Thin-Walled Structures Vol. 47 (2009), p. 21 [8] Jiho Moon, Jongwon Yi, Byung H.Choi and Hak-Eun Lee: Journal of Constructional Steel Research Vol. 65 (2009), p.1198 [9] Jongwon Yi, Heungbae Gil, Kwangsoo Youm and Hakeun Lee: Engineering Structures Vol. 30 (2008), p.1659 [10] Xiaoyu Liu and Tongling Sun: Journal of Chongqing Jiaotong University (Natural Science) Vol. 26(5) (2007), p. 9 (In Chinese) [11] Shenghua Li, Zhixiang Zhou and Xin Zhang: Journal of Chongqing Jiaotong University (Natural Science) Vol. 27(4) (2007), p. 3 (In Chinese ) [12] Jun Lian, Lei Jia, Xianwu Hao and at el: Communications Standardization Vol. (11) (2007), p. 202 (In Chinese) [13] Youfa Yang, Lifu Wang and Wen Huang: Steel Construction Vol. 20(4) (2005), p. 36 (In Chinese ) [14] Yingwu Yang, Zongxue Yin and Baisheng Wang: Central South Highway Engineering Vol. 30(2) (2005), p. 52 (In Chinese ) [15] Kyungsik Kim and ChaiH.
Online since: December 2013
Authors: Yue Huang, Pei Jie Zhang, Hao Shu Ding, Li Qin
Aeolian vibration analysis of different node connectivity steel rods
Li Qin 1, a, Yue Huang 1,a Peijie Zhang 1,a and Haoshu Ding 2,a
1 School of Civil Engineering and Architecture, Northeast Dianli University, Jilin 132012, China
2 School of Energy and Power Engineering, Northeast Dianli University, Jilin 132012, China
a15843219408@126.com
Keywords: Steel tower; Aeolian vibration; Critical wind speed; Slenderness ratio; Node connectivity.
So the towers are widely used in engineering.
Therefore researching aeolian vibration problem of steel rods on steel tube towers has important significance for engineering.
If directly applling specification in engineering design, steel rods may still occur aeolian vibration.
The requirements of the slenderness ratio of steel rods should be appropriately relaxed in engineering design to balance security and economy of the selection.
So the towers are widely used in engineering.
Therefore researching aeolian vibration problem of steel rods on steel tube towers has important significance for engineering.
If directly applling specification in engineering design, steel rods may still occur aeolian vibration.
The requirements of the slenderness ratio of steel rods should be appropriately relaxed in engineering design to balance security and economy of the selection.
Online since: February 2015
Authors: Arham Abdullah, Mansooreh Rakhshanifar, M. Hosseini
Abdullah1,c
1Faculty of Civil Engineering, UTM, Skudai, Malaysia
2Faculty of Built Environment, UTM, Skudai, Malaysia
amansooreh.rakhshanifar@gmail.com, bmh_hosseini_far@yahoo.com, carham@utm.my
*mansooreh.rakhshanifar@gmail.com
Keywords: Refurbishment; Demolition; Risk; Hazard.
· Employment of experienced engineering consultant.
Structural Engineer Has the structural engineer been informed about safety and health regulations?
Has the structural engineer received adequate safety training?
Has the structural engineer communicated and explained the assumed demolition sequences to contractors?
· Employment of experienced engineering consultant.
Structural Engineer Has the structural engineer been informed about safety and health regulations?
Has the structural engineer received adequate safety training?
Has the structural engineer communicated and explained the assumed demolition sequences to contractors?
Online since: September 2011
Authors: Jian Ping Han, Qing Yan, Wei Zhou
LEE: Engineering Geology, 2007, Vol. 94 (2007), p. 50–64
[3] J.
Ou: Earthquake Engineering and Engineering Vibration Vol. 29 (2009), 1, p. 44-49 [4] S.J.
Qin: Earthquake Engineering and Engineering Vibration Vol. 30 (2010), 1, p. 8-14 [7] X.
Zhu: Earthquake Engineering and Engineering Vibration Vol. 6 (2007), 4, p. 345-350 [8] Y.
Elnashai: Engineering Structures Vol. 31 (2009), p. 2998-3015 [16] S.K.
Ou: Earthquake Engineering and Engineering Vibration Vol. 29 (2009), 1, p. 44-49 [4] S.J.
Qin: Earthquake Engineering and Engineering Vibration Vol. 30 (2010), 1, p. 8-14 [7] X.
Zhu: Earthquake Engineering and Engineering Vibration Vol. 6 (2007), 4, p. 345-350 [8] Y.
Elnashai: Engineering Structures Vol. 31 (2009), p. 2998-3015 [16] S.K.
Online since: December 2012
Authors: Lucie Šestáková
How to enhance efficiency and accuracy of the over-deterministic method used for determination of the coefficients of the higher-order terms in Williams expansion
Lucie Šestáková1,a
1Institute of Structural Mechanics, Faculty of Civil Engineering, Brno University of Technology,
Brno, Czech Republic
asestakova.l@fce.vutbr.cz
Keywords: Quasi-brittle fracture, Williams expansion, higher-order terms, over-deterministic method.
Engineering Fracture Mechanics 70 (2003) 2407-2420
Engineering Fracture Mechanics 74 (2007) 1649-1664
Engineering Fracture Mechanics 72 (2005) 2019-2036
Engineering Fracture Mechanics 60 (1998) 631-652
Engineering Fracture Mechanics 70 (2003) 2407-2420
Engineering Fracture Mechanics 74 (2007) 1649-1664
Engineering Fracture Mechanics 72 (2005) 2019-2036
Engineering Fracture Mechanics 60 (1998) 631-652
Online since: October 2012
Authors: Jin Chang Wang, Hong Peng Ren
Introduction
Due to geographical limitations, many large civil airports and highways are built on deep and thick soft soil foundation.
Post-construction settlement has always been one of the concerns of the engineering society.
Engineering and Geological Conditions Ningbo Airport is located on the Ningfeng Plain to the southwest of Ningbo City.
Journal of Transportation Engineering. 2002, 128(4): 375~364
[5] Xiangrong Zhu, Qiuyuan Pan, Shouzhong Bian, Kanghe Xie, Geotechnical Engineering Journals, 1992, 14 (Supplement): 30-38, In Chinese
Post-construction settlement has always been one of the concerns of the engineering society.
Engineering and Geological Conditions Ningbo Airport is located on the Ningfeng Plain to the southwest of Ningbo City.
Journal of Transportation Engineering. 2002, 128(4): 375~364
[5] Xiangrong Zhu, Qiuyuan Pan, Shouzhong Bian, Kanghe Xie, Geotechnical Engineering Journals, 1992, 14 (Supplement): 30-38, In Chinese
Online since: June 2013
Authors: Xiao Tang, Jian Lv, Shuai Zhen, Shi Yang Hu, Xiao Hong Ma, Ying Zhang
Testing and analysis for the centralized solar hot water system comprehensive benefit
Jian Lv1, Shuai Zhen1*,Shiyang Hu2, Xiaohong Ma1, Xiao Tang1,Ying Zhang1
1Department of Municipal Engineering, The College of Architecture and Civil Engineering, Beijing University of Technology, Ping le yuan No.100, Chao yang District, Beijing, China
2BeiKong Design Institute, Ping le yuan No.100 , Chao yang District, Beijing, China
E-mail address: flyzstc@163.com
Keywords: Centralized solar hot water system; solar collector area; Control mode; Construction; Energy saving
Abstract.
But through the testing for some engineering, in most of the non-winter time, cold water temperature will be higher than the average temperature of the coldest month, such as this project area water is surface water, during the testing the cold water temperature was 22℃, above the coldest month average temperature as well as the "norm" given 10℃ ~15℃.In some engineering system water pipe in the engine room, the room temperature are higher than outdoor environmental temperature, and the surface water temperature in the day shall be higher than the daily minimum temperature at night.
In the design, due to the different engineering pipeline with different length, and selection of insulation materials and thermal insulation properties are different, the heat loss value are different, so take the heat loss value should according to the actual testing data results of the equipment and piping insulation.
(1) As a result of every project select different products, environmental conditions and many other factors also different, the parameters in the collector area design formula should be based on the actual engineering concrete analysis values.
Water & Wastewater Engineering, Vol.37(2011), p. 62-67
But through the testing for some engineering, in most of the non-winter time, cold water temperature will be higher than the average temperature of the coldest month, such as this project area water is surface water, during the testing the cold water temperature was 22℃, above the coldest month average temperature as well as the "norm" given 10℃ ~15℃.In some engineering system water pipe in the engine room, the room temperature are higher than outdoor environmental temperature, and the surface water temperature in the day shall be higher than the daily minimum temperature at night.
In the design, due to the different engineering pipeline with different length, and selection of insulation materials and thermal insulation properties are different, the heat loss value are different, so take the heat loss value should according to the actual testing data results of the equipment and piping insulation.
(1) As a result of every project select different products, environmental conditions and many other factors also different, the parameters in the collector area design formula should be based on the actual engineering concrete analysis values.
Water & Wastewater Engineering, Vol.37(2011), p. 62-67