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Online since: September 2016
Authors: Christophe Pontiroli, Benjamin Erzar, Eric Buzaud
Introduction
In the last decades, ultra-high performance concretes (UHPC) have been employed by engineers and architects to design structural elements with unusual thin shapes.
European Journal of Environmental and Civil Engineering, 14:703-727
Engineering Fracture Mechanics, 25:729-737
European Journal of Environmental and Civil Engineering, 14:703-727
Engineering Fracture Mechanics, 25:729-737
Online since: March 2022
Authors: Azrina Abd Aziz, Wai Hong Mun, Noramirulikram Abdul Halim, Fatema Khatun
Ag/RGO Photocatalyst for Methyl Orange Treatment
Mun Wai Hong1,a, Noramirulikram Abdul Halim1,b, Fatema Khatun1,c
and Azrina Abd Aziz1, d*
1Faculty of Civil Engineering Technology, Universiti Malaysia Pahang, Lebuhraya Tun Razak, Gambang 26300 Kuantan, Pahang, Malaysia
awaihong661996@hotmail.com, bamier.remy@gmail.com, clubna.pme71@gmail.com,
dazrinaaziz@ump.edu.my
Keywords: Ag/RGO; photocatalyst; methyl orange; dye wastewater; treatment
Abstract.
Series: Materials Science and Engineering, 358 (2018) 012014
Series: Materials Science and Engineering, 736 (2020) 042002.
Series: Materials Science and Engineering, 358 (2018) 012014
Series: Materials Science and Engineering, 736 (2020) 042002.
Online since: October 2004
Authors: Xiao Bao Chen, Hong Wang Ma, Hua Fu Chen
Design and Plastic Analysis on Prestressed Concrete Frames with
on-end-section Plastic Hinge of Beam Hinging Collapse Mechanism under
Lateral Action of Earthquare
Chen Xiaobao1,a
, Ma Hongwang1 , Chen Huafu2
1
Civil Engr.
Department, Shanghai Jiaotong University, 200030, Shanghai, China, 2 Shanghai Engineering Survey and Design corporation., 200030, Shanghai, China a prestres@yahoo.com Keywords: Prestressed concrete, frame, structural plasticity, seismic design, beam hinging collapse mechanism, tendon profile Abstract When designing a beam in prestressed concrete (PC) frames, the parameters such as size of beam section, amount of prestressing tendons and amount of ordinary reinforcing bars at an end section of the beam should be selected to meet the requirement of anti-crack in service, the requirements of bend strength and its ductility under seismic action and the restriction of prestress degree of the section for anti-seismic.
PEER-1999/02, Pacific Earthquake Engineering Research Center College of Engineering, (University of California, Berkeley, 1999) [5] Peter Fajfar: A nonlinear analysis method for performance-based seismic design, 16(3), (Earthquake Spectra, 2000), p. 573~592 Table 2 Analysis data about response of frames under the severe earthquake Frame *T yu [cm] yα α VR µ * su [cm] 1Γ su uu [cm] A 0.8 6.5 0.4 0.496 1.24 1.16 7.54 1.297 9.78 32.3 B 0.8 6.82 0.434 0.496 1.144 1.095 7.468 1.28 9.59 27.1 Side Disp.
Department, Shanghai Jiaotong University, 200030, Shanghai, China, 2 Shanghai Engineering Survey and Design corporation., 200030, Shanghai, China a prestres@yahoo.com Keywords: Prestressed concrete, frame, structural plasticity, seismic design, beam hinging collapse mechanism, tendon profile Abstract When designing a beam in prestressed concrete (PC) frames, the parameters such as size of beam section, amount of prestressing tendons and amount of ordinary reinforcing bars at an end section of the beam should be selected to meet the requirement of anti-crack in service, the requirements of bend strength and its ductility under seismic action and the restriction of prestress degree of the section for anti-seismic.
PEER-1999/02, Pacific Earthquake Engineering Research Center College of Engineering, (University of California, Berkeley, 1999) [5] Peter Fajfar: A nonlinear analysis method for performance-based seismic design, 16(3), (Earthquake Spectra, 2000), p. 573~592 Table 2 Analysis data about response of frames under the severe earthquake Frame *T yu [cm] yα α VR µ * su [cm] 1Γ su uu [cm] A 0.8 6.5 0.4 0.496 1.24 1.16 7.54 1.297 9.78 32.3 B 0.8 6.82 0.434 0.496 1.144 1.095 7.468 1.28 9.59 27.1 Side Disp.
Online since: November 2013
Authors: Zhi Tao Yuan, Li Xia Li, Shuai Ping Shen, Shuo Zhu
Flotation Behavior of Jinchuan High Grade Copper-nickel Sulphide with the Action of Different Regulators
Shuaiping Shena, Zhitao Yuanb, Lixia Lic, Shuo Zhud
School of Resources & Civil Engineering, Northeastern University, Shenyang 110819, China
a704740065@qq.com, bdyyuanzhit@163.com, c475050740@qq.com, d873405894@qq.com
Keyword: Copper-nickel suphfide, Regulator, Serpentine, Mechanism
Abstract.
(In Chinese) [2] L.Peng, J.Li and H.Yuan,etc: Mining Engineering, (2004) No.6, p.1-2.
[7] K.Vesa, H.Kari: Minerals Engineering, (2007) No.20, p.629-633.
(In Chinese) [2] L.Peng, J.Li and H.Yuan,etc: Mining Engineering, (2004) No.6, p.1-2.
[7] K.Vesa, H.Kari: Minerals Engineering, (2007) No.20, p.629-633.
Online since: December 2024
Authors: Prakash Somani, Amit Sain, Ghanshyam Balotiya, Arun Gaur, Suresh Chand Bairwa
Evaluating Physical Properties of Biochar-Modified Bitumen:
An MCDM Approach Using TOPSIS and VIKOR
Ghanshyam Balotiya1,a, Arun Gaur1,b, Prakash Somani1,c, Amit Sain1,d
and Suresh Chand Bairwa1,e
1Department of Civil Engineering, Malaviya National Institute of Technology, Jaipur, Pin-302017, Rajasthan, India
a2021rce9518@mnit.ac.in, bagaur.ce@mnit.ac.in, cprakashsomani197@gmail.com, d2020rce9519@mnit.ac.in, e2022rce9533@mnit.ac.in
Keywords: VG30 Bitumen, Biochar, Groundnut Shells, Bitumen Modification, Sustainable Road Construction.
Wu et al., “Modeling of the Complex Modulus of Asphalt Mastic with Biochar Filler Based on the Homogenization and Random Aggregate Distribution Methods,” Advances in Materials Science and Engineering, vol. 2020, 2020, doi: 10.1155/2020/2317420
Khichad, and · Ghanshyam Balotiya, “Characterization and Evaluation of Bamboo Species for Construction Applications Incorporating TOPSIS, AHP and VIKOR,” Arabian Journal for Science and Engineering 2024, pp. 1–17, Mar. 2024, doi: 10.1007/S13369-024-08797-X
Wu et al., “Modeling of the Complex Modulus of Asphalt Mastic with Biochar Filler Based on the Homogenization and Random Aggregate Distribution Methods,” Advances in Materials Science and Engineering, vol. 2020, 2020, doi: 10.1155/2020/2317420
Khichad, and · Ghanshyam Balotiya, “Characterization and Evaluation of Bamboo Species for Construction Applications Incorporating TOPSIS, AHP and VIKOR,” Arabian Journal for Science and Engineering 2024, pp. 1–17, Mar. 2024, doi: 10.1007/S13369-024-08797-X
Online since: October 2013
Authors: Wei Tian, Wei Yao Zhu, Hua Yin Zhu, Lai Zhi An, Hai Wen Lai, Huan Zhang
The Optimal selection of the conditions on testing starting pressure gradient for tight sandstone oil fields
Wei TIAN 1,a * ,Wei-Yao ZHU1,b, Hua-Yin ZHU2,c
Lai-Zhi AN2,d, Hai-Wen LAI3,e and Huan ZHANG3,f
1.Civil and Environmental Engineering School, University of Science&Technology Beijing, 100083
2.Langfang Branch, PetroChina Research Institute of Petroleum Exploration & Development, 065007
3.Institute of Exploration and Development, North China Oilfield, Renqiu 062552
atw811227@163.com, bweiyaook@sina.com,czhy69@petrochina.com.cn,
d710999002@qq.com, ezwy2729844@sina.com, fchangyong-1@163.com
Key words: starting pressure gradient. testing condition. confining pressure control. net confining pressure. stress sensitivity. the effective stress.
(In Chinese) [8] DaSheng Gu, XueFu Xian, Chinese Journal of Underground Space and Engineering, 8(2012) 1296-1301.
(In Chinese) [12] Min Li and WenLian Xiao,Chinese Journal of Rock Mechanics and Engineering, 27(2008 supp.2) 3536-3540.
(In Chinese) [8] DaSheng Gu, XueFu Xian, Chinese Journal of Underground Space and Engineering, 8(2012) 1296-1301.
(In Chinese) [12] Min Li and WenLian Xiao,Chinese Journal of Rock Mechanics and Engineering, 27(2008 supp.2) 3536-3540.
Online since: August 2004
Authors: Hideo Fujitani, Hiroshi Sodeyama, Katsuhiko Hata, Yoichi Shiozaki, Namihiko Inoue, Satsuya Soda, Takeshi Hiwatashi
Citation &
Copyright (to be inserted by the publisher)
Application of Magnetorheological Fluid to Semi-Active Control of
Building Structures by BRI and Partners
Hideo Fujitani1, Hiroshi Sodeyama
2, Katsuhiko Hata
3, Takeshi Hiwatashi4,
Yoichi Shiozaki5, Namihiko Inoue
6 and Satsuya Soda
7
1
Dept. of Architecture and Civil Engineering, Kobe University, Rokkodai-cho, Nada, Kobe, Japan
2
Sanwa Tekki Corporation, 2703 Nakaokamoto, Kawachi-machi, Tochigi, Japan
3
Bando Chemical Industries, Ltd., 3-1-6 Ashihara-dori, Hyogo, Kobe, Japan
4
Techinical Research Institute, Toa Corporation, 1-3 Anzen-cho, Tsurumi, Yokohama, Japan
5
Nishimatsu Construction Co., Ltd., 4054 Nakatsu, Aikawa-cho, Aiko, Kanagawa, Japan
6
Dept. of Structural Engineering, Building Research Institute, 1 Tachihara, Tsukuba, Japan
7
Dept. of Architecture, Waseda University, 3-4-1 Okubo, Shinjuku, Tokyo, Japan
Keywords: Magnetorheological (MR) Fluid, Variable damper, Semi-active
Harwood: Vibration Control Using Semi-Active Force Generators, Journal of Engineering for Industry, Transactions of ASME, May 1974, pp.619-626.
Harwood: Vibration Control Using Semi-Active Force Generators, Journal of Engineering for Industry, Transactions of ASME, May 1974, pp.619-626.
Online since: January 2013
Authors: Renaud de Richter, Oswald Petersen, Janning Petersen, Wolfgang Francke
Serag-Eldin, Computing flow in a solar chimney plant subject to atmospheric winds, HT-FED2004-56651 Proceeding of ASME Heat Transfer/Fluids Engineering Summer Conference, Charlotte, N.C., July 11-15, 2004.
].
Schütz, Tragwerksoptimierung - Aufwindkraftwerk in Stahlbauweise, Bachelor-Thesis, Faculty of Civil Engineering Technology, Business and Design, University of Konstanz, Germany, 2011. ] in full detail for all the steel elements used for this building of 400m height and 40m diameter.
Other optimization goals for the turbines may be pursued by technical engineers in the ISWiPP.
Schütz, Tragwerksoptimierung - Aufwindkraftwerk in Stahlbauweise, Bachelor-Thesis, Faculty of Civil Engineering Technology, Business and Design, University of Konstanz, Germany, 2011. ] in full detail for all the steel elements used for this building of 400m height and 40m diameter.
Other optimization goals for the turbines may be pursued by technical engineers in the ISWiPP.
Online since: August 2013
Authors: Chang Ming Hu, Jia Ling Che, Feng Yun Liu, Yun Bo Zhao, Qiong Wu
Design and Field Measurement Analysis of Steel Template in Axis Rotating Structures
Changming Hu1,a, Fengyun Liu1,b, Jialing Che1,c , Yunbo Zhao1,d, Qiong Wu 1,e
1 School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an, 710055, China
ahu.tm@163.com, bfengyun4449@126.com, cche_jialing@126.com,
dzhaoyunbo0801@163.com, emomo891026@126.com
Keywords: Template design, Axis rotating structure, Steel template, Field measurement.
Technique of Formwork and Scaffold in Concrete Engineering [M].
ANSYS Numerical Analysis of Engineering Structures [M].
Technique of Formwork and Scaffold in Concrete Engineering [M].
ANSYS Numerical Analysis of Engineering Structures [M].
Online since: January 2021
Authors: Ajay K. Mandrawalia, Arun Gaur
Investigating Mechanical Properties of Sustainable Concrete Admixing Wollastonite Micro Fibre and Granite Block Cutting Waste
Ajay K Mandrawalia1,a* and Arun Gaur1,b
1Civil Engineering Department, MNIT, Jaipur, 302017, Rajasthan, India
a 2016rce9507@mnit.ac.in, b arungaur.mnit@gmail.com
Keywords: Cement; Wollastonite micro fiber; Granite block cutting waste; Concrete Technology
Abstract.
Some engineering properties of limestone concrete.
Journal of Materials in Civil Engineering, 24(7), pp.816-824
Some engineering properties of limestone concrete.
Journal of Materials in Civil Engineering, 24(7), pp.816-824