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Online since: February 2018
Authors: Elide Nastri, Vincenzo Piluso, Rosario Montuori, Simona Streppone
The Use of TPMC for Designing MRFs Equipped with FREEDAM Connections: A Case Study
Rosario Montuori1,a, Elide Nastri1,b, Vincenzo Piluso1,c
and Simona Streppone1,d
1University of Salerno, Department of Civil Engineering
Fisciano (SA), Italy
ar.montuori@unisa.it, benastri@unisa.it, cv.piluso@unisa.it, ds.streppone1@studenti.unisa.it
Keywords: Moment Resisting Frames, Seismic design, friction dampers, TPMC.
“Theory of Plastic Mechanism Control for MRF-CBF dual system and its validation”, Bulletin of Earthquake Engineering (BEEE), 2014
[14] Longo A., Montuori R., Piluso V., “Plastic design of seismic resistant V-Braced frames”, Journal of Earthquake Engineering, vol. 12: 1246-1266, 2008
[24] Oh S., Kim Y., and Ryu H., “Seismic Performance of Steel Structures with slit dampers”, Engineering Structures, 31, (2009), 1997-2008
“Proposed design models for the asymmetric friction connection”, 2015, Earthquake Engineering and Structural Dynamics, 44 (8), pp. 1309-1324
“Theory of Plastic Mechanism Control for MRF-CBF dual system and its validation”, Bulletin of Earthquake Engineering (BEEE), 2014
[14] Longo A., Montuori R., Piluso V., “Plastic design of seismic resistant V-Braced frames”, Journal of Earthquake Engineering, vol. 12: 1246-1266, 2008
[24] Oh S., Kim Y., and Ryu H., “Seismic Performance of Steel Structures with slit dampers”, Engineering Structures, 31, (2009), 1997-2008
“Proposed design models for the asymmetric friction connection”, 2015, Earthquake Engineering and Structural Dynamics, 44 (8), pp. 1309-1324
Online since: September 2011
Authors: Liang Li, Yue Jun Li, Han Cheng Dan
Study on application of TerraZyme in road base course of road
LI Yue-jun1, 2, a, LI Liang1, b, DAN Han-cheng1, c
1School of Civil Engineering, Central South University, Changsha 410075, China
2Hunan Communications Research Institute, Changsha, 410015, China
a hnjklyj@163.com, b liliang_csu@126.com, c danhancheng@163.com
Key words: TerraZyme; solidification; base course; pavement material
Abstract: Biological enzyme used for catalyzing reaction of soil is a new material which is completely different from traditional highway material.
These characteristics cannot meet the requirements of engineering development.
China Municipal Engineering, 1999, 10 (2):19-20 (In Chinese)
Field Test Methods of Subgrade and Pavement for Highway Engineering (JTG E60-2008) [S].
Journal of Railway Science and Engineering, 2006,3(4): 35-40 (In Chinese)
These characteristics cannot meet the requirements of engineering development.
China Municipal Engineering, 1999, 10 (2):19-20 (In Chinese)
Field Test Methods of Subgrade and Pavement for Highway Engineering (JTG E60-2008) [S].
Journal of Railway Science and Engineering, 2006,3(4): 35-40 (In Chinese)
Online since: May 2012
Authors: Chao Yong Shen, Yu Hong Ma, Xue Zhen Zhuang, Yang Yang Chen, Shi Bin Wang
For practical project, civil engineer needs the formula of different dependencies of horizontal mechanical property of isolator to design.
Journal of Structural Engineering, 2007, 133(9):1227-1236
Journal of Engineering Mechanics, 2006, 132(1):54-64
World Earthquake Engineering, 2003, 19(2):39-44.
Earthquake Engineering and Engineering Vibration, 2000, 20(4):118-125.
Journal of Structural Engineering, 2007, 133(9):1227-1236
Journal of Engineering Mechanics, 2006, 132(1):54-64
World Earthquake Engineering, 2003, 19(2):39-44.
Earthquake Engineering and Engineering Vibration, 2000, 20(4):118-125.
Online since: May 2011
Authors: Wen Liang Fan, Feng Han, Zheng Liang Li
A New Adaptive Higher Order Response Surface Method
Feng Han1, a, Zhengliang Li1,2,b and Wenliang Fan1,2,c
1College of Civil Engineering, Chongqing University, 400045, China
2Key Laboratory of New Technology for Construction of Cities in Mountain Area(Chongqing University), Ministry of Education, Chongqing, 400045, China
afenghan102@qq.com, blizhengl@hotmail.com, cdavidfwl@126.com
Keywords: Response Surface Method; Adaptive Higher Order Response Surface; Univariate Analysis; Number Theory Method; Contributing Rate
Abstract.
[12] X.L.Guan, R.E.Melchers: Journal of Engineering Mechanics Vol.113, No. 10(1997), P. 996 [13] D.Roos, C.G.
Frangopol: Journal of Engineering Mechanics.
Das: Engineering Structure Vol.22, No.5(2000), p. 446 [17] Yu L., Das P.K., and Y.
Wong: Journal of Engineering Mechanics Vol.110, No.2(1984), p. 308 [20] Y.W.
[12] X.L.Guan, R.E.Melchers: Journal of Engineering Mechanics Vol.113, No. 10(1997), P. 996 [13] D.Roos, C.G.
Frangopol: Journal of Engineering Mechanics.
Das: Engineering Structure Vol.22, No.5(2000), p. 446 [17] Yu L., Das P.K., and Y.
Wong: Journal of Engineering Mechanics Vol.110, No.2(1984), p. 308 [20] Y.W.
Online since: October 2011
Authors: Ming Zhao, Lei Liu, Su Zhen Li
State of the Art on Seismic Design and Research of LNG Tanks
Ming Zhao1, a, Lei Liu1, b and Suzhen Li1, c
1School of Civil Engineering, Tongji University, Shanghai 200092, China
azhaom@tongji.edu.cn, bllano_ll@yahoo.com.cn, cLszh99@gmail.com
Keywords: Liquefied Natural Gas, Tanks, Seismic Design
Abstract.
References [1] Shibata H.: Journal of Pressure Vessel Technology Vol. 121(1999), p.30-36 [2] Junqi Lin, Shanyou Li, Yirui Li, Xuanzao Shen: Earthquake engineering and engineering vibration, In Chinese, Vol. 26(2006), p.138-141 [3] Kasim A.
California Institute of Technology Earthquake Engineering Research Laboratory, California, America, 1980
Seventh National Conference on Earthquake Engineering.
Foshan, Guangzhou, China, 2006, p.139-143 [31] Debao Fan, Zhigang Xiao: Low Temperature Architecture Technology, In Chinese, Vol. 126 (2008), p.88-90 [32] M.K.Shrimali, R.S.Jangid: Nuclear Engineering and Design, Vol.217 (2002), p.1-20 [33] M.K.Shrimali, R.S.Jangid: Engineering Structures, Vol.24 (2002), p.909-921 [34] Kyung Hwan Cho, Moon Kyum Kim, Yun Mook Lim, Seong Yong Cho: Soil Dynamic Earthquake Engineering, Vol.24 (2004), p.839-852 [35] Massimo Formi and Alessandro: Shaking Table Tests on A Spherical Tank Mock-up Provided with Seismic Isolation and Flexible Piping Connections.
References [1] Shibata H.: Journal of Pressure Vessel Technology Vol. 121(1999), p.30-36 [2] Junqi Lin, Shanyou Li, Yirui Li, Xuanzao Shen: Earthquake engineering and engineering vibration, In Chinese, Vol. 26(2006), p.138-141 [3] Kasim A.
California Institute of Technology Earthquake Engineering Research Laboratory, California, America, 1980
Seventh National Conference on Earthquake Engineering.
Foshan, Guangzhou, China, 2006, p.139-143 [31] Debao Fan, Zhigang Xiao: Low Temperature Architecture Technology, In Chinese, Vol. 126 (2008), p.88-90 [32] M.K.Shrimali, R.S.Jangid: Nuclear Engineering and Design, Vol.217 (2002), p.1-20 [33] M.K.Shrimali, R.S.Jangid: Engineering Structures, Vol.24 (2002), p.909-921 [34] Kyung Hwan Cho, Moon Kyum Kim, Yun Mook Lim, Seong Yong Cho: Soil Dynamic Earthquake Engineering, Vol.24 (2004), p.839-852 [35] Massimo Formi and Alessandro: Shaking Table Tests on A Spherical Tank Mock-up Provided with Seismic Isolation and Flexible Piping Connections.
Online since: September 2007
Authors: Alessandro de Stefano
To a structural
engineer, knowledge means the possibility to select and keep under control, in real-time or nearly
real-time, a reasonably limited set of events and parameters governing the stability, bearing capacity
and safety of the existing structure.
At this point it let us say that the diagnosis of the ancient civil structures has totally different aspects than the diagnosis of mechanical or aerospace objects.
In civil engineering domain, the excitation, e.g. the action of the wind on a tower, or the dynamic force transmitted by a vehicle to a viaduct, is generally non stationary.
Beck, Ka-Veng Yuen, Journal of Engineering Mechanics, ASCE, V. 130, February 2004, pp.192-203 [4] I.F.C.
De Stefano, Key Engineering Materials, 293-294, 2005, 703710 [7] Model selection strategy based non-linear hysteretic System identification , J.
At this point it let us say that the diagnosis of the ancient civil structures has totally different aspects than the diagnosis of mechanical or aerospace objects.
In civil engineering domain, the excitation, e.g. the action of the wind on a tower, or the dynamic force transmitted by a vehicle to a viaduct, is generally non stationary.
Beck, Ka-Veng Yuen, Journal of Engineering Mechanics, ASCE, V. 130, February 2004, pp.192-203 [4] I.F.C.
De Stefano, Key Engineering Materials, 293-294, 2005, 703710 [7] Model selection strategy based non-linear hysteretic System identification , J.
Online since: August 2022
Authors: Laxman B. Abhang, Mohd Iqbal, Said Amir Azan, Rizki Rahmadtullah
Abhang3,d
1Department of Mechanical and Industrial Engineering, Faculty of Engineering, Universitas Syiah Kuala, Banda Aceh, Indonesia
2Department of Civil Engineering, Faculty of Engineering, Universitas Syiah Kuala
3Mechanical Engineering Dept.
Engineering Failure Analysis, 18(7), pp.1652-1663
Results in Engineering, 6, p.100126
Composites Part B: Engineering, 61, pp.49-54
Journal of Building Engineering, 31, p.101358
Engineering Failure Analysis, 18(7), pp.1652-1663
Results in Engineering, 6, p.100126
Composites Part B: Engineering, 61, pp.49-54
Journal of Building Engineering, 31, p.101358
Online since: June 2022
Authors: Abel Woldu Ourgessa, Aseged Tebeje Tasew, Rahel Alemu Hafa
Hafa 2,3,c
1Sustainable Energy Center of Excellence, Addis Ababa Science and Technology University,
Addis Ababa, Ethiopia
2Bioprocess and Biotechnology Center of Excellence, Addis Ababa Science and Technology University, Addis Ababa, Ethiopia
3Department of Chemical Engineering, College of Biological and Chemical Engineering Addis Ababa Science And Technology University, Addis Ababa, Ethiopia.
Acknowledgments The authors would like to thank Addis Ababa Science and Technology University’s department of chemical engineering, and the department of civil engineering.
Davidovits, Geopolymers based on natural and synthetic metakaolin a critical review, Ceramic Engineering and Science Proceedings, (2018), 201–214
Nikraz, Strength and water penetrability of fly ash geopolymer concrete, Journal of Engineering and Applied Sciences, (2011), 70–78
Duxson, Technical and commercial progress in the adoption of geopolymer cement, Minerals Engineering, (2012), 89–104.
Acknowledgments The authors would like to thank Addis Ababa Science and Technology University’s department of chemical engineering, and the department of civil engineering.
Davidovits, Geopolymers based on natural and synthetic metakaolin a critical review, Ceramic Engineering and Science Proceedings, (2018), 201–214
Nikraz, Strength and water penetrability of fly ash geopolymer concrete, Journal of Engineering and Applied Sciences, (2011), 70–78
Duxson, Technical and commercial progress in the adoption of geopolymer cement, Minerals Engineering, (2012), 89–104.
Online since: November 2018
Authors: Dong Yan Shi, Wasim M.K. Helal, Feng Chun Jiang
Journal of Biomimetics, Biomaterials and Biomedical Engineering. 2018, 35: 50-66
Key Engineering Materials. 2015, 627: 57-60
Journal of Biomimetics, Biomaterials and Biomedical Engineering. 2015, 24: 56-69
Key Engineering Materials. 2014, 572: 505-508
Journal of the Chinese Institute of Civil and Hydraulic Engineering. 2001, 13:1-9
Key Engineering Materials. 2015, 627: 57-60
Journal of Biomimetics, Biomaterials and Biomedical Engineering. 2015, 24: 56-69
Key Engineering Materials. 2014, 572: 505-508
Journal of the Chinese Institute of Civil and Hydraulic Engineering. 2001, 13:1-9
Online since: July 2025
Authors: Ayomi Dita Rarasati, Yusuf Latief, Muhammad Yusuf, Sutrasno Kartohardjono
Risk Mitigation of Buried High Temperature Gas Pipeline Construction
MUHAMMAD Yusuf1,a*, SUTRASNO Kartohardjono2,b,
YUSUF Latief1,c and AYOMI Dita Rarasati1,d
1Department of Civil Engineering, Faculty of Engineering, University of Indonesia, Depok, West Java, 16424, Indonesia
2Department of Chemical Engineering, Faculty of Engineering, University of Indonesia, Depok, West Java, 16424, Indonesia
am.yusuf.mahir@gmail.com, bsutrasno@che.ui.ac.id, clatief73@eng.ui.ac.id, dayomi@eng.ui.ac.id
Keywords: Risk Mitigation, Pipeline Construction, Insulated Pipeline, Buried Pipeline, Heat Transfer
Abstract.
Pinnangudi, Experimental Characterization of Burn Hazards, Electrical Engineering & Computer Science Vol. 3 (2015)
Halfdanarson, The role of contact resistance in skin burns, Journal of biomedical engineering, vol. 4, no. 2 (1982) 97-102
Sarica, Thermal methods in flow assurance: A review, Journal of Natural Gas Science and Engineering, vol. 88 (2021) 103798
American Society of Mechanical Engineers, 2003
Pinnangudi, Experimental Characterization of Burn Hazards, Electrical Engineering & Computer Science Vol. 3 (2015)
Halfdanarson, The role of contact resistance in skin burns, Journal of biomedical engineering, vol. 4, no. 2 (1982) 97-102
Sarica, Thermal methods in flow assurance: A review, Journal of Natural Gas Science and Engineering, vol. 88 (2021) 103798
American Society of Mechanical Engineers, 2003