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Online since: December 2024
Authors: Sri Mulyati, Wahyuni Wahyuni, Abdullah Abdullah, Yulia Hayati
The Influence of Service Live factors on Concrete Mixed with Sea Sand and Seawater with the Addition of Zeolite on the Mechanical Properties of Concrete Wahyuni1,2,a, Abdullah3,b*, Yulia Hayati3,c dan Sri Mulyati4,d 1Doctoral Program in Engineering, Syiah Kuala University, Darussalam, Banda Aceh, 23111, Indonesia. 2Department of Civil Engineering, Faculty of Engineering, Muhammadiyah Aceh University, 23245 Banda Aceh, Indonesia 3Department of Civil Engineering, Faculty of Engineering, Syiah Kuala University, Darussalam, Banda Aceh, 23111, Indonesia 4Department of Chemical Engineering, Faculty of Engineering, Syiah Kuala University, Darussalam, Banda Aceh, 23111, Indonesia awahyuni@unmuha.ac.id, babdullahmahmud@usk.ac.id, cyuliahayati@usk.ac.id, dsri.mulyati@usk.ac.id Keywords: zeolite, sea-sand seawater, compressive strenght Abstract.
Aguilar-reyes, “School of Resources and Environmental Engineering , Wuhan University of Technology ,” Results Phys., 2018, doi: 10.1016/j.rinp.2018.09.018
Civil, Struct.
Online since: February 2024
Authors: Bambang Hadibroto, Edo Barlian, Kemala Jeumpa, Sarwa Sarwa, Muhammad Yafizham Irsya
Civil Engineering Journal, 1(1): (2019) 63-73
Journal of Civil Statics, 6(6): (2018) 361-372
Thesis, Civil Engineering, University of North Sumatra, Medan. (2011) [11] Suharjanto.
Earthquake Engineering.
Siimo Engineering, 2(1): (2018) 1-8
Online since: May 2011
Authors: Zen Zheng Qian, Xian Long Lu
Civil Engineering, Vol.65(1995b): p51
Ground Engineering, Vol.21(1988): p20
[8] Bruce, D.A.Ground Engineering, Vol.22(1989):p35
China Civil Engineering Journal, Vol.38(2005):p99
Chinese Journal of Geotechnical Engineering.
Online since: December 2012
Authors: Abang Abdullah Abang Ali, Mohammad Panjehpour, Anwar Mohammed Parvez, Farah Nora Aznieta, Yen Lei Voo
Journal of Institution of Engineers (India). 2009, 90
Journal of Institution of Engineers (India) 86 (2005)
Engineering Structures 30(12) (2008) 3489-3496
Williams, Structural Depth Reference Manual for the Civil PE Exam: Professional Publications, Inc., 2008
Engineering Structures, 29(11) (2007) 2987-3001
Online since: May 2020
Authors: T.V. Semenova, N.P. Aleksandrova, A.S. Aleksandrov
Magazine of Civil Engineering 5(57) (2015) 45–57
Series: Materials Science and Engineering 262 (2017) 1–7
Journal of Rock Mechanics and Geotechnical Engineering 2018
Procedia Engineering 143 (2016) 300–307
Magazine of Civil Engineering. 4 (2013) 22–34
Online since: January 2013
Authors: K.L Ju, Q.S. Li, Yi Li
Cermak Wind-tunnel development and trends in applications to civil engineering [M].Journal of Wind Engineering and Industrial Aerodynamic 2003, 91 : 355-370
Sykes Interference effects on the response of a tall building model [J].Journal of Wind Engineering and Industrial Aerodynamics 1983,11:365-380
Taniike Interference mechanism for enhanced wind forces on neighboring tall buildings [J].Journal of Wind Engineering and Industrial Aerodynamics 1992, 41-44:1073-1083
Kwok Interference effects on tall buildings [C]// Proceeding of 2nd Asia-Pacific symposium on wind engineering, Vol.1, Beijing, China: Tongji University, 1989:446-453
Wind effects on structures: an introduction to wind engineering [M].
Online since: August 2015
Authors: Jun Song Liang, Jie Li
Damage Theory Based Fatigue Simulation of Concrete Structure Junsong Liang1, a and Jie Li2,b * 1 Department of Building Engineering, College of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai, 200092, China 2 Department of Building Engineering, College of Civil Engineering, Tongji University, 1239 Siping Road, Shanghai, 200092, China aliangjunsong930@163.com, blijie@tongji.edu.cn Keywords: Concrete structure, fatigue, damage constitutive model, nonlinear finite element analysis, numerical simulation Abstract.
In the beginning, the problem was studied through lots of experiments due to the demand of engineering [3, 4].
Specifically, a concrete beam is simulated and compared with the corresponding experimental results to learn the model’s performance in the engineering use.
Marigo, Modelling of brittle and fatigue damage for elastic material by growth of microvoids, Engineering Fracture Mechanics, 1985, 21(4) 861-874
Raithby, Flexural fatigue behaviour of plain concrete, Fatigue of Engineering Materials and Structures, 1979, 2 269-278.
Online since: October 2011
Authors: D.I. Igbinomwanhia, N.J. Alao
The faculty of engineering, representing 10% of the faculties in the university was selected for the study.
[4] Rao, C.S Environmental Pollution Control Engineering.
Journal of Environmental Engineering. 130(1): 81-89
[7] Chidubem, Uchendu, Municipal Solid Waste Treatment And Recycling Technologies For Developing Countries—A Typical Nigerian Case Study Journal of Solid Waste Technology and Management Department of Civil Engineering Widener University Chester, U.S.A.
[9] Zavodska, A, A study of residential solid waste composition and management in a selected developing country – Guyana, The Journal of solid waste management and technology, Department of Civil Engineering Widener University, Chester, U.S.A.
Online since: December 2010
Authors: Xue Song Zhang, Jin Ping Chen
The Research of Concrete Durability Design Xuesong Zhang a, Jinping Chen b Colledge of Pipeline and Civil Engineering, China University of Petroleum Qingdao, Shandong, 266555, China asnowpiner@upc.edu.cn, bchenjp@upc.edu.cn Keywords: Reinforced Concrete Structure, Durability design system; Damage control Abstract.
Therefore, the track monitor and the durability re-engineering should be carried on in the service structure.
To realize the concrete structure durability design has become the significant theory and the project question that is urgently needed to be solved of the structural engineering.
Therefore in the reality engineering design and the fundamental research, unceasing development and the consummation must be given to the system.
[2] Zhaoyuan Chen: Construction structural engineering security and durability.
Online since: October 2013
Authors: Shi Yan, Qi Le Yu, Hai Tao Du, Han Yan, Bi Cheng Song
Performance and Failure Pattern on Enlarged Bottom Anchor Bolt under Pullout Loading Shi YAN1,a, Qi-Le YU1,b Hai-Tao DU1,c, Bi-Cheng SONG1,d and Han YAN2,e 1School of Civil Engineering, Shenyang Jianzhu University, Shenyang Liaoning 110168, China; 2Liaoning Electric Power Survey & Design Institute, Shenyang Liaoning 110179, China.
Deng: Engineering Journal of Wuhan University, Vol. 45 Sup. (2012), p.151 (in Chinese) [2] D.C.
Muthukrishnaiah: Ocean Engineering, Vol. 25 (1999), p.1249 (in Chinese) [7] Z.G.
Cao: Geotechnical Engineering World, Vol. 12 (2008), p.25 (in Chinese) [8] W.H.
Hao: ANSYS Civil Engineering Application Examples (China Water Power Press, Beijing 2005) (in Chinese)