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Online since: May 2011
Authors: Hui Ji, Hong Sheng Zhao
Research on Aseismatic Reinforcement of a Frame Structure Energy Dissipation and Shock Absorption
Hui Ji1, a and Hongsheng Zhao2, b
1Dept. of Civil Engineering, Taiyuan University, Taiyuan 030009, Shanxi, China
2College of Mech.
This approach will be helpful for the structural design engineers and the researchers.
[2] Bin Li, Wensheng Lu and Jianhao Shen in: Structural Engineers, Vol. 22(2) (2006), p. 63–66, in Chinese
[3] Zheng Qiao, Zhiguo Zheng and Xuanlin Shi in: Science Technology and Engineering, Vol. 7(15) (2007) p. 3964–3969, in Chinese
[4] Beijing Civil King Software Technology Co., Ltd: Operating Guide of SAP2000(China Communication Press, Beijing 2009), in Chinese.
This approach will be helpful for the structural design engineers and the researchers.
[2] Bin Li, Wensheng Lu and Jianhao Shen in: Structural Engineers, Vol. 22(2) (2006), p. 63–66, in Chinese
[3] Zheng Qiao, Zhiguo Zheng and Xuanlin Shi in: Science Technology and Engineering, Vol. 7(15) (2007) p. 3964–3969, in Chinese
[4] Beijing Civil King Software Technology Co., Ltd: Operating Guide of SAP2000(China Communication Press, Beijing 2009), in Chinese.
Online since: April 2013
Authors: Ting Ting Yue, Yong Feng Wang, Li Hua Gu, Jian Wei Yue
School of Civil engineering, Zhe Jiang University,hangzhou,China,310058
2.
School of Civil engineering, He Nan University,kaifeng,China,475001 ayjwchn@126.com bWYF1110@126.COM Keywords: Low-density;Foaming concrete; Compressive strength; Thermal conductivity Abstract.
This phenomenon is different from common cement specimens and is disadvantage to engineering.
This phenomenon is different from common cement specimens and is disadvantage to engineering.
This phenomenon is different from common cement specimens and is disadvantage to engineering. 3.
School of Civil engineering, He Nan University,kaifeng,China,475001 ayjwchn@126.com bWYF1110@126.COM Keywords: Low-density;Foaming concrete; Compressive strength; Thermal conductivity Abstract.
This phenomenon is different from common cement specimens and is disadvantage to engineering.
This phenomenon is different from common cement specimens and is disadvantage to engineering.
This phenomenon is different from common cement specimens and is disadvantage to engineering. 3.
Online since: July 2014
Authors: Wei Yang Jia
However, in terms of scientific research and civil consciousness, the gap to the developed countries is still big.
(5) Accessible Design Implementation is compulsory and punishment-oriented with the incentives as supplements America values the civil rights.
(4) Legal protection for public participation in Accessible Design Engineering In 1995, Disability Discrimination Act empowered this right.
And their accessible design philosophy and practice also reflects the same trend of “universal design” or “inclusive design”: (1) Applicable to the physically disabled, sensory disability, and mental disability, expanding to cover all the people; (2) The “hardware” scope for accessible facilities expand to the scope of industrial products, information equipments, “software” means also have extended to institutional and spiritual “accessibility”; (3) The formulation of laws and regulations and standards develops from the experience guide to the expert researches support; (4) The formulation and the engineering design of accessible laws and regulations developed from the expert guidance to the public participation.
sociologists Proposal of NPC members and promotion of the government administration Current Stage high development of universal design Inclusive design Starting of universal design Core Accessible Design Code 2010 ADA Standards Part M of Building Regulations 2012 Codes for Accessible Design Main Security Laws 1990 The Americans with Disabilities Act 1995 Disability Discrimination Act Law of PRC on the Protection of Disabled Persons Main Scientific Research Institution University Universal design Center of North Carolina University of Cambridge Accessible Design Research Institution of Tianjin University Effect of Experts and Researches Greatly promoted the development of universal design Proposed and promoted the development of inclusive design Guide the formulation of the code standard Laws and Regulations Formulation, Project Design Public participation, laws and regulations guided by scientific researches, and the special management organization The public participated in the engineering
(5) Accessible Design Implementation is compulsory and punishment-oriented with the incentives as supplements America values the civil rights.
(4) Legal protection for public participation in Accessible Design Engineering In 1995, Disability Discrimination Act empowered this right.
And their accessible design philosophy and practice also reflects the same trend of “universal design” or “inclusive design”: (1) Applicable to the physically disabled, sensory disability, and mental disability, expanding to cover all the people; (2) The “hardware” scope for accessible facilities expand to the scope of industrial products, information equipments, “software” means also have extended to institutional and spiritual “accessibility”; (3) The formulation of laws and regulations and standards develops from the experience guide to the expert researches support; (4) The formulation and the engineering design of accessible laws and regulations developed from the expert guidance to the public participation.
sociologists Proposal of NPC members and promotion of the government administration Current Stage high development of universal design Inclusive design Starting of universal design Core Accessible Design Code 2010 ADA Standards Part M of Building Regulations 2012 Codes for Accessible Design Main Security Laws 1990 The Americans with Disabilities Act 1995 Disability Discrimination Act Law of PRC on the Protection of Disabled Persons Main Scientific Research Institution University Universal design Center of North Carolina University of Cambridge Accessible Design Research Institution of Tianjin University Effect of Experts and Researches Greatly promoted the development of universal design Proposed and promoted the development of inclusive design Guide the formulation of the code standard Laws and Regulations Formulation, Project Design Public participation, laws and regulations guided by scientific researches, and the special management organization The public participated in the engineering
Online since: August 2020
Authors: Yurii Otrosh, Volodymyr Konoval, Andrii Kovalov, Oleg Semkiv, Oleksandr Chernenko
Influence of the Fire Temperature Regime on the Fire-Retardant Ability of Reinforced-Concrete Floors Coating
Andrіі Kovalov1,a*, Yurii Otrosh2,b, Oleg Semkiv3,c, Volodymyr Konoval4,d
and Oleksandr Сhernenko5,e
1Cherkassy Institute of Fire Safety of National University of Civil Defence of Ukraine, 8,
Onoprienko str., Cherkassy, Ukraine, 18034
2National University of Civil Defence of Ukraine, 94, Chernishevska str., Kharkov, Ukraine, 61023
3National University of Civil Defence of Ukraine, 94, Chernishevska str., Kharkov, Ukraine, 61023
4Cherkassy State Technological University, 460, Shevchenko boul., Cherkassy, Ukraine, 18006
5Cherkassy Institute of Fire Safety of National University of Civil Defence of Ukraine, 8, Onoprienko str., Cherkassy, Ukraine, 18034
akovalev27051980@gmail.com, byuriyotrosh@gmail.com, csemkiv@nuczu.edu.ua, dKonovalVolodymyr2019@gmail.com, edoctor_chernenko_77@mail.ua
Keywords: hollow-core reinforced-concrete floors, fire-resistant quality, fire-retardant
Series: Materials Science and Engineering. 708 (2019) 012058
Czujko, Assessment of hydrocarbon explosion and fire risks in offshore installations: Recent advances and future trends, IES Journal Part A: Civil and Structural Engineering. 4 (2016) 167–179
Zach, Effect of thickness of the intumescent alkali aluminosilicate coating on temperature distribution in reinforced concrete, Journal of Building Engineering. 8 (2016) 14-19
Series: Materials Science and Engineering. 708 (2019) 012058
Czujko, Assessment of hydrocarbon explosion and fire risks in offshore installations: Recent advances and future trends, IES Journal Part A: Civil and Structural Engineering. 4 (2016) 167–179
Zach, Effect of thickness of the intumescent alkali aluminosilicate coating on temperature distribution in reinforced concrete, Journal of Building Engineering. 8 (2016) 14-19
Online since: May 2011
Authors: Ding Jun Wu, Yu Min Song
Establishment of Vibration Differential Equation and Analysis of Dynamics Characteristics for Curved Beam
Yu-min SONG a, Ding-jun WU b
Department of Bridge Engineering, Tongji University, 1239 Siping Road, Shanghai 200092, China
a song-yumin@163.com, b tjwdj@tongji.edu.cn
Key-words: bridge engineering, curved beam, vibration, differential equation, dynamics characteristics
Abstract.
Reference [1] Komatsu S. and Nakai H., Study on Free Vibration of Curved Bridge, Transaction of the Japanese Society of Civil Engineers,No.136, December,1966,pp35-50; [2] Komatsu S. and Nakai H., Fundamental Study on Force Vibration of Curved Bridge, Transaction of the Japanese Society of Civil Engineers,Vol.2,part1,1970; [3] Chai Hong Yoo, Jon P.
Journal of the Engineering Mechanics, Vol.125, No. 1, January, 1999, ASCE,pp.19745; [6] N.H.
Journal of Engineering Mechanics, January 1999,pp19~25
Structural Engineers, 2010.4,Vol.26:123~129.
Reference [1] Komatsu S. and Nakai H., Study on Free Vibration of Curved Bridge, Transaction of the Japanese Society of Civil Engineers,No.136, December,1966,pp35-50; [2] Komatsu S. and Nakai H., Fundamental Study on Force Vibration of Curved Bridge, Transaction of the Japanese Society of Civil Engineers,Vol.2,part1,1970; [3] Chai Hong Yoo, Jon P.
Journal of the Engineering Mechanics, Vol.125, No. 1, January, 1999, ASCE,pp.19745; [6] N.H.
Journal of Engineering Mechanics, January 1999,pp19~25
Structural Engineers, 2010.4,Vol.26:123~129.
Online since: May 2012
Authors: Shui Xing Zhou, Wei Zhou, Ling Ling Li, Chang Long Yang
Study of the longitudinal pedestal layout during beam prefabrication on bridge floor
Shuixing Zhou1, 2, a, Lingling Li 1, b, Wei Zhou1, c and Changlong Yang 1, d
1Chongqing Jiaotong University, Chongqing, 400074, China
2State Key Laboratory Breeding Base of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing, 400074, China
azhoushuixing@126.com, blll.20082008@163.com, clanqiuweiwei@163.com, d35320759@qq.com
Keywords: Bridge Engineering, Beam prefabrication on bridge floor, Tool girder, Pedestal arrangement, Analysis cases, Deck pavement
Abstract.
To study on the influences on the tool girder due to the longitudinal pedestal arrangements and deck pavement, four types of pedestal layout were drawn up, the internal forces and deformations of tool girder caused by prefabricating beam on bridge floor were analyzed by Midas/Civil finite element software.
The elevation of prefabrication site on bridge floor was shown in Fig. 3 Analysis Model A spatial finite model was established by the Midas/Civil program, in which beam ribs and diaphragms of the tool girder were simulated by three-dimensional beam element, the deck pavement was simulated by plate element.
To study on the influences on the tool girder due to the longitudinal pedestal arrangements and deck pavement, four types of pedestal layout were drawn up, the internal forces and deformations of tool girder caused by prefabricating beam on bridge floor were analyzed by Midas/Civil finite element software.
The elevation of prefabrication site on bridge floor was shown in Fig. 3 Analysis Model A spatial finite model was established by the Midas/Civil program, in which beam ribs and diaphragms of the tool girder were simulated by three-dimensional beam element, the deck pavement was simulated by plate element.
Online since: February 2018
Authors: Ali A. Rad, Nikoo K. Hazaveh, Gregory A. MacRae, Quincy T. Ma
Shake Table Testing of a Low Damage Steel Building
with Asymmetric Friction Connections (AFC)
Ali Rad1,2,a*, Gregory MacRae2,b, Nikoo Hazaveh2,c, Quincy Ma3,d
1Aurecon, Engineering Consultant, Wellington, New Zealand
2Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand
3Department of Civil Engineering, University of Auckland, Auckland, New Zealand
aali.rad@aurecongroup.com, bgregory.macrae@canterbury.ac.nz, cnikoo.hazaveh@pg.canterbury.ac.nz, dq.ma@auckland.ac.nz
Keywords: Shaking table testing, Steel moment frame, Asymmetric friction connections
Abstract.
UCB/EERC-95/13, Earthquake Engineering Research Centre: Berkeley, California
Proposed design models for the asymmetric friction connection, Earthquake Engineering & Structural Dynamics, DOI: 10.1002/eqe.2520
Semi-rigid joints for moment-resisting steel framed seismic-resisting systems, PhD Thesis, Department of Civil and Environmental Engineering, University of Auckland
Low-damage braces using asymmetrical friction connections (AFC), NZSEE Conf., The New Zealand Society for Earthquake Engineering, Auckland, New Zealand
UCB/EERC-95/13, Earthquake Engineering Research Centre: Berkeley, California
Proposed design models for the asymmetric friction connection, Earthquake Engineering & Structural Dynamics, DOI: 10.1002/eqe.2520
Semi-rigid joints for moment-resisting steel framed seismic-resisting systems, PhD Thesis, Department of Civil and Environmental Engineering, University of Auckland
Low-damage braces using asymmetrical friction connections (AFC), NZSEE Conf., The New Zealand Society for Earthquake Engineering, Auckland, New Zealand
Online since: July 2016
Authors: Bruno Briseghella, Silvia Santini, Jun Qing Xue, Davide Lavorato, Camillo Nuti
Marzi, 10, 00153 Rome, Italy
2 Department of Civil Engineering Fuzhou University, Fuzhou, Fujian 350108, China.
3 Visiting Professor at Fuzhou University, Fuzhou, Fujian 350108, China.
Engineering structures - journal – elsevier
Progress in structural engineering and materials.
Progress in structural engineering and materials.
European journal of environmental and civil engineering, paris: lavoisier, vol. 13 - no. 6/2009; 2009, p. 671-683
Engineering structures - journal – elsevier
Progress in structural engineering and materials.
Progress in structural engineering and materials.
European journal of environmental and civil engineering, paris: lavoisier, vol. 13 - no. 6/2009; 2009, p. 671-683
Online since: January 2012
Authors: Wen Da Wang, Yan Li Shi, Feng Wang
Preliminary Research on Effective Length of Concrete Filled Steel Tubular Columns in Sway Frame
Yanli Shi1,2,a, Feng Wang2,b and Wenda Wang1,2,c
1 Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province,Lanzhou University of Technology, Lanzhou 730050, P.R.
China 2 College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, P.R.
There was no special design code, so engineers usually got the values according with specification for steel structure.
Engineers have also questioned the accuracy of this method.
Engineering Construction Standard Management Office, Gansu.
China 2 College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, P.R.
There was no special design code, so engineers usually got the values according with specification for steel structure.
Engineers have also questioned the accuracy of this method.
Engineering Construction Standard Management Office, Gansu.
Online since: May 2014
Authors: Yan Liu, Li Xin Li, Zhi Wei Song, You Zhan
School of Environment and Chemical Engineering , Heilongjiang University of Science and Technology, Harbin 150022, China.
2.
The first problem is selection of the topic, such as teachers often give virtual design topics which are detached from engineering for students to choose.
Then they will transform from students to the one who is engaged in engineering technology or engineering management and advance into the production practice.
This makes the teaching contents integrate with EIA training and registered EIA engineer training and lays the foundation of knowledge for students' employment[3].
Du, Explore integration of civil engineering majors employment, graduation practice and graduation design, China Electric Power Education, 32 (2012) 107-109.
The first problem is selection of the topic, such as teachers often give virtual design topics which are detached from engineering for students to choose.
Then they will transform from students to the one who is engaged in engineering technology or engineering management and advance into the production practice.
This makes the teaching contents integrate with EIA training and registered EIA engineer training and lays the foundation of knowledge for students' employment[3].
Du, Explore integration of civil engineering majors employment, graduation practice and graduation design, China Electric Power Education, 32 (2012) 107-109.