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Online since: December 2011
Authors: Qing Zhang, Yue Gui, Jing Cao, Zhi Gang Song, Cheng Wei Huang
Seismic Behaviors of Suspend Dome Structure
Qing Zhang 1a Jing Cao 1b Zhigang Song 1c Yue Gui 1d Chengwei Huang 1e
1Faculty of Civil and Architectural Engineering of Kunming University of Science and Technology, Kunming, China
a email: evanzhangqing@126.com, b email: cjlb@sina.com,c email: 809444459@qq.com
d email: 21176940@qq.com e email: kghcw@sina.com
Keywords: suspend dome, time history analysis, response spectrum analysis, anti-seismic performance.
Model and basic parameters In order to make the study close to the practical engineering, a suspend dome have been analyzed by employing a computational model of the Kiewitt type suspend dome with 40m span and the whole structure was composed of a single layer dome (Kiewitt-type), cables and struts, as shown in Fig. 1.
In the practical engineering calculation, in addition to the structural weight, loads actions are often taken into account.
Through comparison of time-history analysis and spectrum analysis, it is known that their results are different a lot, and time-history analysis is a necessity in engineering design. 2.
References [1] Kawaguchi Mamoru, Abe Masaru, Tatemichi Ikuo: Journal of IASS, Vol.40 (1999), p.179 [2] Kawaguchi Mamoru, Tatemichi Ikuo, et al: Engineering Structures, Vol.21 (1999), p.719 [3] Loh C H, Ku B D: Engineering Structures, Vol.17 (1995), p.15 [4] ZHANG Ailin, WANG Dongmei, et al: Journal of Building Structures, Vol.28 (2007), p.68 [5] CAI Jianguo, FENG Jian, TU Zhanqi, WANG Zan: Journal of Sichuan University, 41(2009), p.70 [6] LIU Huijuan, et al: Journal of Tianjin University of Technology, Vol.23 (2007), p.84 [7] Cui Xiaoqiang, et al: Earthquake Engineering and Engineering Vibration, Vol.25 (2005), p.67 [8] Yin Yue, Han Qinghua, Xie Lili, et al: Engineecable Mechanics, Vol.1 (2001), p.772 [9] ZHANG Ailin, GE Jiaqi, LIU Xuechun: Journal of Building Structures, Vol.28 (2007), p.1 [10] CH EN Zhihua, GUO Yun, LI Yang: Building Structure, Vol.34 (2004), p.42 [11] ZHANG Xiaofeng: Beijing Polytechnic University (2006)
Model and basic parameters In order to make the study close to the practical engineering, a suspend dome have been analyzed by employing a computational model of the Kiewitt type suspend dome with 40m span and the whole structure was composed of a single layer dome (Kiewitt-type), cables and struts, as shown in Fig. 1.
In the practical engineering calculation, in addition to the structural weight, loads actions are often taken into account.
Through comparison of time-history analysis and spectrum analysis, it is known that their results are different a lot, and time-history analysis is a necessity in engineering design. 2.
References [1] Kawaguchi Mamoru, Abe Masaru, Tatemichi Ikuo: Journal of IASS, Vol.40 (1999), p.179 [2] Kawaguchi Mamoru, Tatemichi Ikuo, et al: Engineering Structures, Vol.21 (1999), p.719 [3] Loh C H, Ku B D: Engineering Structures, Vol.17 (1995), p.15 [4] ZHANG Ailin, WANG Dongmei, et al: Journal of Building Structures, Vol.28 (2007), p.68 [5] CAI Jianguo, FENG Jian, TU Zhanqi, WANG Zan: Journal of Sichuan University, 41(2009), p.70 [6] LIU Huijuan, et al: Journal of Tianjin University of Technology, Vol.23 (2007), p.84 [7] Cui Xiaoqiang, et al: Earthquake Engineering and Engineering Vibration, Vol.25 (2005), p.67 [8] Yin Yue, Han Qinghua, Xie Lili, et al: Engineecable Mechanics, Vol.1 (2001), p.772 [9] ZHANG Ailin, GE Jiaqi, LIU Xuechun: Journal of Building Structures, Vol.28 (2007), p.1 [10] CH EN Zhihua, GUO Yun, LI Yang: Building Structure, Vol.34 (2004), p.42 [11] ZHANG Xiaofeng: Beijing Polytechnic University (2006)
Online since: May 2012
Authors: You Song Wang, Yong Shi Pang, Hong Lei Yi
For example, Ling Yan reckoned PMC which was generally used in international engineering industry was all accepted as "Agent Construction" in our country [6].
Here, the qualification requirements of construction unit could be described “with the engineering survey, design, construction, supervision, cost consulting, bidding, etc.”
(5) Integrate ACMGIP with proper other project management mode Each engineering project is unique, so needs of different projects vary a lot.
Journal of Engineering, Vol. 212, 45, Nov. 2006 [in Chinese]
Engineering, Construction and Architectural Management, Vol. 32, 168-169, May. 2001.
Here, the qualification requirements of construction unit could be described “with the engineering survey, design, construction, supervision, cost consulting, bidding, etc.”
(5) Integrate ACMGIP with proper other project management mode Each engineering project is unique, so needs of different projects vary a lot.
Journal of Engineering, Vol. 212, 45, Nov. 2006 [in Chinese]
Engineering, Construction and Architectural Management, Vol. 32, 168-169, May. 2001.
Online since: October 2012
Authors: Jin Biao Chen, Yuan Wu Zhou, Xue Ji Cai
A new method of simulating arbitrary slip surface in soil slope
Yuanwu Zhou, Xueji Cai, Jinbiao Chen
Civil Construction Engineering Department, Guangxi University of Technology, Liuzhou 545006, Guangxi, China
greenzyp@126.com
Keywords: Slope Stability, the Most Dangerous Slip Surface, Simulating Arbitrary Slip Surface Method, Particle Swarm Algorithm
Abstract.
Chinese Journal of Rock Mechanics and Engineering, 2005, 24(13):2237-2241
Chinese Journal of Rock Mechanics and Engineering, 2006, 25(S2):3725-3729
Chinese Journal of Rock Mechanics and Engineering, 2006, 25(S1):2770-2776
Chinese Journal of Geotechnical Engineering, 2006, 28(4): 475-479
Chinese Journal of Rock Mechanics and Engineering, 2005, 24(13):2237-2241
Chinese Journal of Rock Mechanics and Engineering, 2006, 25(S2):3725-3729
Chinese Journal of Rock Mechanics and Engineering, 2006, 25(S1):2770-2776
Chinese Journal of Geotechnical Engineering, 2006, 28(4): 475-479
Online since: September 2013
Authors: Gui Lan Tao, Li Zhang
Engineering Examples
General.
Journal of Engineering Journal, Vol. 31(1998), No.3, pp 55-64
Lv: Civil Engineering Journal, Vol. 31(1998), No.3, pp55 - 64.
E Engineering & Materials Science, Vol. 35(2005), No.9, pp 966-980.
Liao: Introduction of Engineering Wave Theory.
Journal of Engineering Journal, Vol. 31(1998), No.3, pp 55-64
Lv: Civil Engineering Journal, Vol. 31(1998), No.3, pp55 - 64.
E Engineering & Materials Science, Vol. 35(2005), No.9, pp 966-980.
Liao: Introduction of Engineering Wave Theory.
Online since: March 2020
Authors: Lakshmanan Poovazhgan, K. Parthiban
Materials Science & Engineering A.2014
Materials Science and Engineering A 380 (2004) 378–383
Materials Science and Engineering A 386 (2004) 284–290
Materials Science and Engineering A 486 (2008) 357–362
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE).
Materials Science and Engineering A 380 (2004) 378–383
Materials Science and Engineering A 386 (2004) 284–290
Materials Science and Engineering A 486 (2008) 357–362
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE).
Online since: January 2014
Authors: Yu Shun Li, Jun Guo, Jing Tang, Gui Fen Hu, Yu Wen
Study status of steel-bamboo composite slabs
Jing Tang 1, a,Jun Guo 2, b,Guifen Hu 3, c, Yu Wen 4, d, Yushun Li 5, e
1Civil Engineering and Environment Collage, Ningbo University, Ningbo 315211, China.
2Civil Engineering and Environment Collage, Ningbo University, Ningbo 315211, China.
3Civil Engineering and Environment Collage, Ningbo University, Ningbo 315211, China.
4Civil Engineering and Environment Collage, Ningbo University, Ningbo 315211, China.
5Civil Engineering and Environment Collage, Ningbo University, Ningbo 315211, China.
Application Prospect of Bamboo Utilization in Building Structures[Forest Engineering,,2008,24(2): 62-65
China Civil Engineering Journal, 1983,04:23-28
Forest Engineering,2010,03: 54-57
Application Prospect of Bamboo Utilization in Building Structures[Forest Engineering,,2008,24(2): 62-65
China Civil Engineering Journal, 1983,04:23-28
Forest Engineering,2010,03: 54-57
Online since: August 2018
Authors: Pablo Lopez-Crespo, Belen Moreno, A.S. Cruces, S. Sandip
Moreno1,d
1Department of Civil and Materials Engineering, University of Malaga, C/Dr Ortiz Ramos, s/n, 29071 Malaga, Spain
2UTC Aerospace Systems, 3530 Branscombe Rd, Fairfield, CA 94533 USA
aascruces@uma.es, bplopezcrespo@uma.es, csandip.suman@utas.utc.com, dbmoreno@uma.es
Keywords: critical plane mode, multiaxial fatigue, non-proportional, S355-J2G3.
Miller, “A Theory for Fatigue Failure under Multiaxial Stress-Strain Conditions,” Proceedings of the Institution of Mechanical Engineers, vol. 187, no. 1, pp. 745–755, 1973
Warrendale, PA (USA): Society of Automotive Engineers, Inc., 2000
Chu, “Fatigue Damage Calculation Using Critical Plane Aproach,” Journal of Engineering Materials and Technology, vol. 117, pp. 41–49, 1995
Struct. 11, 149-165,” Fatigue & Fracture of Engineering Materials & Structures, vol. 11, no. 3, pp. 149–165, 1988
Miller, “A Theory for Fatigue Failure under Multiaxial Stress-Strain Conditions,” Proceedings of the Institution of Mechanical Engineers, vol. 187, no. 1, pp. 745–755, 1973
Warrendale, PA (USA): Society of Automotive Engineers, Inc., 2000
Chu, “Fatigue Damage Calculation Using Critical Plane Aproach,” Journal of Engineering Materials and Technology, vol. 117, pp. 41–49, 1995
Struct. 11, 149-165,” Fatigue & Fracture of Engineering Materials & Structures, vol. 11, no. 3, pp. 149–165, 1988
Online since: January 2013
Authors: Zong Zheng Yang, Yan Qi Li, Wei Zhang
Operating modal analysis of mobile wastewater treatment plant
Yanqi Li1,a,Wei Zhang2,b, Zongzheng Yang3,c
(1College of Mechanical Engineering,Tianjin University of Science and Technology,Tianjin,China)
(2College of Mechanical Engineering,Tianjin University of Science and Technology,Tianjin,China)
(3College of Ocean Engineering,Tianjin University of Science and Technology,Tianjin,China)
alyqll@sina.com,bzhangwei10847910@163.com,cyzz3520@163.com,
Keyword: Mobile wastewater treatment plant, Operating modal, Finite element model, Modal analysis, Modal parameters
Abstract: To reduce the noise and vibration of mobile wastewater treatment plant, this paper presents testing and analysis of 50 measuring points in the working state of mobile wastewater treatment plant based on TST test analysis system.
By making the comparison with the modal parameters extracted from theoretical calculation, the operating modal analysis method can accurately extract structural modal parameters and will find a great value in practical engineering. 1.
Since the last century, the operating modal analysis method has gradually been mature and developed, and has a wide range of applications in civil engineering and industrial areas.
Mechatronics Engineering,In Chinese, 2011, 28 (4)
Electronic and mechanical engineering, In Chinese,2006,22
By making the comparison with the modal parameters extracted from theoretical calculation, the operating modal analysis method can accurately extract structural modal parameters and will find a great value in practical engineering. 1.
Since the last century, the operating modal analysis method has gradually been mature and developed, and has a wide range of applications in civil engineering and industrial areas.
Mechatronics Engineering,In Chinese, 2011, 28 (4)
Electronic and mechanical engineering, In Chinese,2006,22
Online since: October 2018
Authors: A.V. Volkov, A.S. Malenkov, A.Ia. Shelginsky
Heat power engineering in metallurgy, Moscow: Metallurgiya, 1976, 152 p
[4] Reference book of heat power engineering of non-ferrous metallurgy enterprises.
Novikova, Heat power engineering of metallurgical production: study guide, Donetsk: State Higher Educational Institution "DonNTU", 2013
Applied Thermal Engineering, 102 (2016) 1280-1286
International Journal of Civil Engineering and Technology, 8(10) (2017) 1466-1480
[4] Reference book of heat power engineering of non-ferrous metallurgy enterprises.
Novikova, Heat power engineering of metallurgical production: study guide, Donetsk: State Higher Educational Institution "DonNTU", 2013
Applied Thermal Engineering, 102 (2016) 1280-1286
International Journal of Civil Engineering and Technology, 8(10) (2017) 1466-1480
Online since: October 2008
Authors: Zhi Fang, Jie Su
Size Effect of Concrete Compressive Strength
with Different Reinforcement Ratio
Jie Su 1,a
, Zhi Fang 2,b
1,2College of civil engineering, Hunan University, P.R.
In: Proc., Royal Swedish Institute of Engineering Rearch, vol.4 (1939), p.153,1-55 [3] W.
Proc., Royal Swedish Institute of Engineering Rearch (1949), p.1-27 [4] W.
Carpinteri, Nicola Pugno: Cracks and re-entrant corners in functionally graded materials, Engineering Fracture Mechanics, Volume 73, Issue 10 (2006), p.1279-1291 [15] A.
Carpinteri, Simone Puzzi: A fractal approach to indentation size effect, Engineering Fracture Mechanics, Volume 73, Issue 15 (2006), p.2110-2122 [16]Griffith, A.A., 1921, The phenomena of rupture and in solids.
In: Proc., Royal Swedish Institute of Engineering Rearch, vol.4 (1939), p.153,1-55 [3] W.
Proc., Royal Swedish Institute of Engineering Rearch (1949), p.1-27 [4] W.
Carpinteri, Nicola Pugno: Cracks and re-entrant corners in functionally graded materials, Engineering Fracture Mechanics, Volume 73, Issue 10 (2006), p.1279-1291 [15] A.
Carpinteri, Simone Puzzi: A fractal approach to indentation size effect, Engineering Fracture Mechanics, Volume 73, Issue 15 (2006), p.2110-2122 [16]Griffith, A.A., 1921, The phenomena of rupture and in solids.