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LEMBAR
HASIL PENILAIAN SEJAWAT SEBIDANG ATAU PEER REVIEW
KARY A ILMIAH : PROSIDING
Judul Jurnal Ilmiah (Artikel) Jumlah Penulis Status Pengusul
Reducing Carbon Emission in Constmction Base on Project Life Cycle (PLC) 3 Orang (Mochamad Agung Wibowo, Subrata Aditama K. A. Uda, Zhabrinna) penulis pertama1 peIB1lis ke / peaulis korespondensi**
Identitas Jurnal Ilmiah a) Nama Prosiding : MATEC Web Conference Vol. 195
The 4th International Conference on Rehabilitation and Maintenance in Civil Engineering (ICRMCE 2018) Article Number 06002
b) ISBN/ ISSN : eISSN: 2261-236X c)
d)
e)
Tahun Terbit, Tempat Pelaksanaan : Volume 195, Solo 11-12 Juli 2018 Penerbit : EDP Sciences Alamat web Jumal https :/ /www .matec-
conferences .org/articles/matecconf/abs/2018/54/matecconf icrmce2018 06002/mateccon f icrmce2018 06002.html
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KARY A ILMIAH : PROSIDING
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Identitas Jurnal Ilmiah a) Nama Prosiding : MATEC Web Conference Vol. 195
The 4th International Conference on Rehabilitationand Maintenance in Civil Engineering (ICRMCE 2018) Article Number 06002
b) ISBN/ ISSN : eISSN: 2261-236X ..,,,,,..,, c) d)e)
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Nama Prosiding : MATEC Web Conference Vol. 195The 4th International Conference on Rehabilitationand Maintenauce in Civil Engineering (ICRMCE
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Reducing carbon emission in construction base on project life cycle (PLC)(Conference Paper) (Open Access)
, ,
Department of Civil Engineering, Faculty of Engineering, Diponegoro University, Jl. Prof Soedarto, Tembalang,Semarang, IndonesiaStudy Program Doctoral of Civil Engineering, Faculty of Engineering, Diponegoro University, Semarang, IndonesiaSchool of Engineering and Physical Science, University of Birmingham, United Kingdom
AbstractThe construction sector accounts for nearly 40% of global energy annually where 1/3 of it will produce emissions
of CO2 emitted into the atmosphere [1]. Carbon Emissions (CO2) are a major cause of the greenhouse effect, forexample, that which is produced from the combustion process of fossil fuels. Increasing the concentration ofgreenhouse gases into the atmosphere will lead to rising temperatures trapped in the atmosphere causing globalwarming. There is a lot of literature on carbon emission (discussions) using multiple analytical approaches, but someare reviewing the Project Life Cycle (PLC) approach. This paper will discuss carbon emission mitigation during the life cycle of a construction project ( Project Life Cycle (PLC)). Reduction of carbon emissions can be done
during the initiation, design and construction phase of the Project Life Cycle (PLC). This literature study willproduce a strategy that can have a significant impact on reducing the amount of carbon occurring in any construction project activity. © The Authors, published by EDP Sciences, 2018.
SciVal Topic Prominence
Topic:
Prominence percentile: 99.647
Author keywordsCarbon Emission Construction Project Life Cycle
Indexed keywords
Engineeringcontrolled terms:
Carbon Carbon dioxide Construction Construction industry Fossil fuels
Global warming Greenhouse effect Greenhouse gases
Engineeringuncontrolled terms
Analytical approach Carbon emissions Combustion pro-cess Construction projects
Construction sectors Design and construction Project life cycle Rising temperatures
Engineering mainheading:
Life cycle
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MATEC Web of ConferencesVolume 195, 22 August 2018, Article number 060024th International Conference on Rehabilitation and Maintenance in Civil Engineering, ICRMCE2018; Best Western Solo BaruSolo Baru; Indonesia; 11 July 2018 through 12 July 2018;Code 138852
Agung Wibowo, M.a Uda, S.A.K.A.b Zhabrinnac
a
b
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Life cycle | Buildings | cycle energy
ISSN: ISSN: 2261236X DOI: DOI: 10.1051/matecconf/201819506002
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Krantz, J., Larsson, J., Lu, W., Olofsson, T.
(Open Access) (2015) Buildings, 5 (4), pp. 1156-1170. .
doi: 10.3390/buildings5041156
Efstratios, G., Alice, M. (2014) UK Case Study World SB4, Bancelona
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(Open Access) (2017) Procedia Engineering, 180, pp. 211-220. .
doi: 10.1016/j.proeng.2017.04.180
Agung Wibowo, M.; Department of Civil Engineering, Faculty of Engineering, Diponegoro University, Jl. ProfSoedarto, Tembalang, Semarang, Indonesia; email: © Copyright 2018 Elsevier B.V., All rights reserved.
21
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Conference Management Tool (https://cmt3.research.microsoft.com/User/Login?ReturnUrl=%2FICRMCE2018) to submit your papers. For Information, One participant isallowed to submit no more than two papers as first author.
The Proceeding of the ICRMCE04 is now available at The MATEC Web of Conferences (https://www.matec-conferences.org/articles/matecconf/abs/2018/54/contents/contents.html)
Keynote speakers
Kennichiro Nakarai Graduate School of Engineering, Hiroshima University, Japan
more ... (http://seeds.office.hiroshima-u.ac.jp/profile/en.82b745276185148e520e17560c007669.html)
Masyhur Irsyam Bandung Institute of Technology (ITB), Indonesia
more... (http://www.pri.itb.ac.id/web/geotechnics/masyhur-irsyam/)
Hung Jiun Liao National Taiwan University of Science and Technology, Taiwan
more... (http://www.ct.ntust.edu.tw/ct_eng/users/view/13?itemid=23)
Apiniti Jotisankasa Kasetsart University, Thailand
more... (http://www.ce.eng.ku.ac.th/people/faculty/geotechnicial-eng/apiniti-jotisankasa/)
Sri Ravindrarajah Rasiah University Technology of Sidney, Australia
more... (http://newsroom.uts.edu.au/content/dr-sri-ravindrarajah-rasiah)
Mohammad Bin Ismail Department of Structures and Materials UTM, Malaysia
more... (http://civil.utm.my/mohammad/)
Chan Weng Tat
National University of Singapore, Singapore more... (http://cee.nus.edu.sg/people/ceecwt/)
Petr Hajek Czech Technical University, Czech
more... (http://www.uceeb.cz/en/people/prof-ing-petr-hajek-csc)
Yusep Muslih Purwana
Sebelas Maret University, Indonesia more... (https://www.researchgate.net/profile/Yusep_Purwana)
The 4th ICRMCE and FIB Indonesia Mini Simposium on Concrete Structures; Past Achievement, Current Issuesand Future Development
A mini symposium will be convened by FIB-Indonesia, a group of concrete scientists and engineers in Indonesia, in conjunction with the 4th International Conference on Rehabilitant and Maintenancein Civil Engineering held by collaboration of several university in Indonesia and worldwide. The theme of the mini symposium will be on Concrete Structures; Past Achievement, Current Issues andFuture Development. It addresses the legacy, the state of the arts and practices of concrete structures as well as the challenge concrete industry is facing in the future.
more... (http://sipil.ft.uns.ac.id/icrmce04/index.php/minis/view)
K
Partners
(https://www.hiroshima-u.ac.jp/en)
(https://www.tudelft.nl/)
(https://www.kit.edu/english/index.php)
(http://www.utm.my)
ORGANIZING COMMITTEE
Chairman : Yusep Muslih Purwana
Members 1. Bambang Setiawan
2. Sholihin As'ad3. Niken Silmi Surj andari
4. Edy Purwanto5. Amirotul Musthofiah HM
6. S.AKristiawan7. Senot Sangaji
8. Endah Safitri9. Florentina Pungky P
10. Ary Setiawan11. Syafi'i
12. Budi Yuliyanto13. Rr Rintis Hadiani
14. Sobriyah15. Cahyono Ikhsan
16. Bambang Santosa17. Noegroho Djarwanti
18. Djoko Sarwono19. Widi Hartono
20. Setiono21. Galuh Chrismaningwang
SCIENTIFIC COMMITTEE
1. Kennichiro Nakarai, Hiroshima, University Japan2. Shunji Kanie, Hokkaido University, Japan
3. A.A.A Molenaar, TU Delft, The Netherlands4. Henk Jonkers, TU Delft, The Netherlands
5. Kenji KAWAI, Hiroshima, UniversityJapan
4h I■ Ith .i...
llcririn'c,f@) International Conference on Rehabilitation and Maintenance
In Civil Engineering
Solo, Indonesia, July, 11-12 2018
6. Masyhur Irsyam, Bandung Institute of Technology (1TB), Indonesia
7. Hung Jiun Liao, National Taiwan University of Science and Technology, Taiwan8. Oleg Kaplinski, Instytut Architektury Planowania Przestrzennego, Poland
9. Ichiro ARIO, Hiroshima University, Japan10. M.F.C Martin Van de Ven, TU Delft, The Netherlands11. Meor Othman Hamzah, Universiti Sains Malaysia, Malaysia
12. Chan Weng Tat, National University of Singapore, Singapore13. Petr Hajek, Czech Technical University, Czech
14. Phuong Trinh BUI, Hiroshima University, Japan15. Apiniti Jotisankasa, Kasetsart University, Thailand
16. Nurly Gofar, Nanyang Technological University (NTU), Singapore17. Sivakumar Naganathan ,University Tenaga Nasional, Malaysia
18. Izni Syahrizal bin Ibrahim, University Technology, Malaysia19. Miliyon Woldekidan, BAM Infra Nederland, Netherlands
5
Time (WIB)
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13.10 - 13.20 92
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4h I •el+b' .i...
llci?'NicE (fj' International Conference on Rehabilitation and Maintenance
in Civil Engineering
Solo, Indonesia, July, 11-12 2018
PARALLEL CLASS B
DAY2
Paper Title Author Names Category Room
Moderator
Effect of co-existing ions on lead leaching behavior from
hardened cement paste Takumi Nishiwaki*, Hiroshima university Mt
Effect of Recycled Coarse Aggregate (RCA) with Surface Anggun Atmajayanti*; Chrisyanto Saragih G,
Treatment on Concrete Mechanical Properties Universitas Atma Jaya Yogyakarta; Yanuar Mt Haryanto, Jenderal Soedirman University
Development of Self-compacting Fibre Reinforced Ernie Sahari*; Dr. A.B.M Amrul Kaish; Nyiam
Structural Mortar for Concrete Repair Len Fong, Infrastructure University Kuala Mt
Lumpur (IUKL)
Microstructure and mechanical properties of FA/GGBS-Apriany Saludung*, Hiroshima University Mt
based geopolymer
Class B
Strength development of cement-treated sand using Lanh Ho*; Kenichiro Nakarai; Kenta Eguchi,
different cement types cured at different temperatures Hiroshima University; Takashi Sasaki, Denka Mt
Co., Ltd; Minoru Morioka, Denka Co., Ltd
The Influence Of OPC And PPC On Compressive Strength Fedya Aryani*, lnstitutTeknologi Sepuluh Mt
Of Alwa Concrete NopemberSurabaya
The usage of Andesit sand grinded and foaming-agent Erwin Rommel*, Muhammadiyah University Mt
on porosity of foam concrete of Malang
A Comparative Analysis of the Quality of Concrete Blocks Produced from Coconut Fibre, Oil Palm Empty Fruit MOHAMMAD LUTFI*, STT MIGAS Mt
Bunch, and Rice Husk as a Filler Mtials
Question and Answer
Coffee Break Ruby 2
Moderator
A Preliminary Study of the Low Density Particle Boards MOHAMMAD LUTFI*, STT MIGAS ; Muh Yamin,
Quality using Rice Husk and Oil Palm Empty Fruit Bunch State Agricultural Polytechnic of Samarinda
Mt with Plastic Waste Adhesive
Ari Widayanti*; Ria Asih Aryani Soemitro,
Characterization and Compressive Strength of lnstitutTeknologi Sepuluh Nopember Mt
Geopolymer Paste Based on Fly Ash Surabaya; Hitapriya Suprayitno; Januarti
Ekaputri, ITS Class B The Effect Of Addition Of Banana Tree Bark For
Compressive Strenght And Crack Tensile Strenght Of Muhammad Rizqi*, University of Jember Mt Rice Husk Ash Concrete
Experimental Study of Accelerating High Early Strength Concrete under Elevated Temperature, Steaming, and
Chemical Admixture of Normal and High Strength Suryawan Murtiadi*, Mataram University Mt
Concrete
Question and Answer
14
© The Authors, published by EDP Sciences. This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0/).
MATEC Web of Conferences 195, 01006 (2018) https://doi.org/10.1051/matecconf/201819501006ICRMCE 2018
Strength development of cement-treated sand using different cement types cured at different temperatures
Lanh Si Ho1,2, Kenichiro Nakarai2,*, Kenta Eguchi2, Takashi Sasaki3, and Minoru Morioka3
1Geotechnical Engineering and Artificial Intelligence research group (GEOAI), University of Transport Technology, 54 Trieu Khuc, Thanh Xuan, Hanoi, Vietnam
2Hiroshima University, Department of Civil and Environmental Engineering, Graduate School of Engineering, 1-4-1, Kagamiyama, Higashi-Hiroshima, Hiroshima 739-527, Japan 3Denka Co., Ltd., Cement & Special Cement Additives Research Dept., Omi Plant, 2209 Oaza Omi, Itoigawa, Niigata 949-0393, Japan
Abstract. This study aimed to investigate the strength development of cement-treated sand using different cement types: ordinary Portland cement (OPC), high early strength Portland cement (HPC), and moderate heat Portland cement (MPC) cured at different temperatures. The cement-treated sand specimens were prepared with 8% of cement content and cured under sealed conditions at 20οC and 40οC, and mortar specimens were also prepared for reference. The results showed that the compressive strength of cement-treated sand increased in order of MPC, OPC, and HPC under high curing temperatures. It was interesting that the compressive strength of the specimens using HPC was much larger than that of the specimen using OPC and MPC under 20οC due to the larger amount of chemically bound water. Additionally, it was revealed that under high curing temperatures, the pozzolanic reaction was accelerated in the cement-treated sand; this may be caused by the high proportions of sand in the mixtures. Keywords: Cement-Treated Sand, Compressive Strength, Cement Types, Curing Temperatures, Cement Hydration, Pozzolanic Reaction.
1 Introduction Cement-treated soils have been applied popularly for soft soil improvement, especially for the deep mixing method. It is known that the compressive strength of cement-treated soils is considered an important indicator to characterize soil behavior [1-3]. The strength development of cement-treated soils is governed by many factors such as conditions of soil, mixing, and curing [4]. In terms of curing conditions, the curing temperature is an important factor that affects the strength development of cement-treated sand. With regards to the deep mixing method, large columns of cement-treated soils are usually used. A previous study on the temperature history of field deep mixing columns revealed that the
* Corresponding author: [email protected]
Time
(WIB) Paper ID
13.00 - 13.10
13.10 - 13.20 12
13.20 - 13.30 63
13.30 - 13.40 95
13.40 - 13.50 124
13.50 - 14.00 126
14.00 - 14.10 143
14.10 - 14.20 208
14.20 - 14.30 227
14.30 - 15.00
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15.00 - 15.30
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15.30 - 15.35
I
15.35 - 15.45 263
15.45 - 15.55 272
15.55 - 16.05 182
16.05 - 16.15 304
16.15 - 16.45
International Conference on Rehabilitation and Maintenance In Civil Engineering
Solo, Indonesia, July, 11-12 2018
PARALLEL CLASS C
DAY 1 l
Paper Title Author Names Category Room
Moderator
Towards Competitive Traditional Market in Metropolitan Ferry Hermawan*, Diponegoro University;
lsmiyati lsmiyati, Diponegoro University; M City: a proposal of public building policy in Semarang
Himawan lndarto, Diponegoro University
The Maintenance Priority for Construction Reliability Agung Sedayu*, Maul an a Malik Ibrahim State M
and Sustainability in Ampel Mosque Surabaya Islamic University of Malang
Intelligent BIM Record Model for Effective Asset Md Aslam Hossain*, Nazarbayev University; M
Management of Constructed Facility AHMAD TARMIZI HARON, FKASA
Development of Quality Management System in Yusuf Latief, Universitas Indonesia; Rossy
Maintenance and Monitoring Process of Repair Work Machfudiyanto*, Universitas Indonesia;
M
Risk-Based in Government Building Khairina Pamudji, Universitas Indonesia;
Riany Aldesty, Universitas Indonesia Class C
Zhabrinna Zhabrinna*, University of
BIM Adoption Towards the Sustainability Of Birmingham; M. Mirza Abdillah Pratama, M
Construction Industry in Indonesia Universitas Negeri Malang; Muhammad
Yusuf, University of Leeds; Richard Davies,
Improvement of Business Processes in Developing Rossy Machfudiyanto*, Universitas
Standard Operation Procedures on Government Building Indonesia
M
Maintenance Work in Indonesia
Service Life Planning for Electronics, Mechanical and Peter Kaming*, Universitas Atma Jaya
Electrical Components of an Hotel Building Yogyakarta; Michael Boenardi, UAJY; Desi M
Maryani, UAJY
Current State Mapping of Supply Chain in Engineering
Procurement Construction (EPC) Project: A Case Study Moh Sholeh*, Diponegoro University M
Question and Answer
Coffee Break Ruby 2
Moderator
Readiness Of Local Government In Ppp Project Revana Putri*, Institute Technology Bandung;
Development- Case Of Lrt Bandung Reini Wirahadikusumah, lnstitutTeknologi M
Bandung
Optimization Of Waste Management Infrastructure Albert Pramono Soesanto*, Program Studi
Planning Using Linear Programming Model (Case Study MagisterTeknik Sipil Sekolah Pascasarjana
M Universitas Muhammadiyah Surakarta;
Of Waste Management In Sragen Regency) Mochammad Solikin, Program Studi Magister
Class C Fajar Handayani*, Universitas Sebelas Maret
User Cost Estimation On The Construction Of Flexible Surakarta; Florentina Pramesti, Universitas M
And Rigid Road Pavement Se be las Maret Surakarta; Mocha mad
Wibowo, Diponegoro University Semarang;
The Management Strategy for Government Building Ayomi Rarasati*, Universitas Indonesia; M
Disposal Process in Jakarta Mulyadi Mulyadi, Universitas Indonesia
Question and Answer
15
© The Authors, published by EDP Sciences. This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0/).
MATEC Web of Conferences 195, 06003 (2018) https://doi.org/10.1051/matecconf/201819506003ICRMCE 2018
BIM adoption towards the sustainability of construction industry in Indonesia
1School of Engineering and Physical Science, University of Birmingham, Birmingham, United Kingdom 2 Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Malang, Malang, Indonesia 3 School of Chemical and Process Engineering, University of Leeds, Leeds, United Kingdom
Abstract. The Architecture, Engineering and Construction (AEC) industry is known as one of the prominent sectors contributing to economic stability in Indonesia. On the other hand, this sector is also responsible for significant environmental impact in the country. Building Information Modelling (BIM) is a key innovative technology enabling advanced management within the construction and civil engineering industries and facilitating improvements in sustainability and asset management across the globe. BIM enables the achievement of three sustainable dimensions which are known as Triple Bottom Line (TBL). However, to enable the construction industry in Indonesia to expand and adopt this new engineering technology, the scarcity of the experts in BIM remains a barrier to initiate the migration from traditional management to BIM. From 40 respondents who participated in this study, only 2 respondents had competence in BIM. However, the awareness rate of Indonesian engineers about BIM is actually quite good with 67.5% of respondents having recognised BIM, although mostly with limited or basic knowledge. This research also defines BIM’s impact to sustainability aspects in construction.
1 Introduction According to the latest international financial research, Indonesia is one of the few developing countries in Asia with good economic stability [1] [2] [3]. To sustain the economic situation in Indonesia, the Architecture, Engineering and Construction (AEC) industry highly contributes as a prominent sector [4] [5]. Construction, as part of the AEC industry, provides infrastructure to boost national economic activities and provides employment for various skills and education graduates [4].
The development within the construction industry needs to focus on the maintenance of environmental sustainability. The construction industry is responsible for 30% of the global greenhouse gas (GHG) emission, 40% of global energy consumption, and 40% of all solid waste [6] [7] [8] [9]. The whole construction project life cycle – stages of building
* Corresponding author: [email protected]
Zhabrinna1,*, Richard J. Davies1, M. Mirza Abdillah Pratama2, and Muhammad Yusuf3
I
Time (WIB)
Paper ID
13.00 - 13.10
13.10 - 13.20 218
13.20 - 13.30 224
13.30 - 13.40 226
13.401
- 13.50 232
13.50 - 14.00 273
14.00 - 14.10 274
14.10 - 14.20 298
14.201
· 14.30 300
14.30 - 15.00
4h I■ Ith .i...
llcririn'c,f@) International Conference on Rehabilitation and Maintenance
In Civil Engineering
Solo, Indonesia, July, 11-12 2018
PARALLEL CLASS C
DAY2
Paper Title Author Names Category Room
Moderator
Experimental Analysis of T- Beam Reinforced Concrete Nicxson Pakpahan*, Universitas Sumatera with hole Utara s
APPLICATION OF HIGH STRENGTH REINFORCING BARS IN Kurniawan Kamaruddin*, lnstitut Teknologi EARTHQUAKE-RESISTANT STRUCTURE ELEMENTS Bandung; lswandi lmran, 1TB; Maulana Derry s
lmansyah, lnstitut Teknologi Bandung; Seismic performance of four-storey building with isyana hapsari*, universitas sebelas maret;
masonry infilled reinforced concrete frame Se not Sangadji, Universitas Se be las Maret; s
Stefanus Kristiawan, Universitas Sebelas Numerical analysis of castellated beam with oval Yanuar Setiawan*, Universitas Islam
opening Indonesia; Ay Lie Han, Universitas s
Diponegoro; Buntara S. Gan, Department of Class C PREDICTING BENDING CREEP OF LAMINATED VENEER Achmad Basuki*, Universitas Se be las Maret LUMBER (LVL) SENGON (PARASERIANTHES FALCATARIA) s
BEAMS FROM INITIAL CREEP TEST DATA One-Way Translational Magnetic Mass Damper Model SK MUIZ SK ABD RAZAK*, Universiti Malaysia for Structural Response Control against Dynamic Perlis s
Loadings A Comparison of Retrofitting Methods on Nursing Fauzan Fauzan*, Andalas University Faculty Building of Andalas University with Concrete s
Jacketing and Shear Wall Systems Survey, Investigation and Repairing on Concrete Wall of Partogi Simatupang*, Universitas Nusa Waste Treatment Building Cendana s
Question and Answer
16
© The Authors, published by EDP Sciences. This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0/).
MATEC Web of Conferences 195, 02012 (2018) https://doi.org/10.1051/matecconf/201819502012ICRMCE 2018
One-way translational magnetic mass damper model for structural response control against dynamic loadings
1Civil Engineering Technology Department, Faculty of Civil Engineering Technology, Universiti Malaysia Perlis (UniMAP), 02100 Sg. Chuchuh, Padang Besar, Perlis, Malaysia. 2Engineering Seismology & Earthquake Engineering Reaserch (e-SEER), Institute of Noise & Vibration, Universiti Teknologi Malaysia, UTM, 81310 Skudai, Johor, malaysia. 3Civil Engineering Programme, Faculty of Engineering, UMS, 88899 Kota Kinabalu, Sabah, Malaysia. 4Department of Civil Engineering, School of Engineering & Technology, University College of Technology Sibu, 96000 Sibu, Sarawak, Malaysia.
Abstract. Structural responses should be reduced to minimize the consequent structural damage caused by dynamic excitation. The one-way translational magnetic mass damper model is developed as a new type of damper for the purpose of structural response control. The damper utilizes the concept of repulsive force between magnets with same poles to create a magnetic force to stabilize or bring the structure back to its original position. The dynamic performance of the structure was tested using a harmonic shaking table. In this study, the three parameters used are excitation speeds: 2.5V (low), 6.0V (medium) and 8.5V (high); strength of magnets: weak (N35), medium (N45) and strong (N52); and the mass in the damper: 40 g, 101 g and 162 g. The correlations of the parameters towards the structural displacement are verified in the testing. The displacement is highly reduced up to 100% at the first level and 85.2% at the fifth level. The most optimum structural response control was attained when a strong magnetic strength and mass of 162 g are used. When tested with three excitation speeds; 2.5V, 6.0V and 8.5V, the damper with this setting provides the optimum damping effect towards the structure in terms of displacement.
1 Introduction Dynamic loading is an external force exerted in certain amounts on a structure upholding them. The occurrence of dynamic loading or synonymously known as dynamic excitation * Corresponding author: [email protected]
Nurulashikin Bahaman1,*, Sk Muiz Sk Abdul Razak1, Azlan Adnan2, Norrazman Zaiha Zainol1, Norhaizura Yahya1, Khairunnisa Muhamad1, Ahmad Nurfaidhi Rizalman 3, Mazizah Ezdiani Mohamad4, and Nur Adibah Ayuni Abd Malek1
Time Paper
(WIB) ID
13.00 - 13.10
13.10 - 13.20 121
13.20 - 13.30 142
13.30 - 13.40 145
13.40 - 13.50 153
13.50 - 14.00 161
14.00 - 14.10 169
14.10 - 14.20 192
14.20 - 14.30 185
I 14.30 - 15.00
15.00 - 15.30
15.30 - 15.35
15.35 - 15.45 188
I
15.45 - 15.55 312
I
15.55 1 - 16.05 323
I
16.05 - 16.15 79
I
16.151 - 16.25 340
I 16.25 - 16.55 30
4h I■ Ith .i...
llcririn'c,f@) International Conference on Rehabilitation and Maintenance
In Civil Engineering
Solo, Indonesia, July, 11-12 2018
PARALLEL CLASS F
DAY 2 1 Paper Title Author Names Category Room
Moderator
Hawan Safulah; Kenthiro Nakarai*,
Analytical Study on Creep Shear Failures of RC Hiroshima University; Nobuhiro Chgwa, s
Slender Beams without Web Reinforcements Tokyo Instlute of Technoklgy; Kok:hi Maekawa, Yokohama Nahmal Universty
Influence of Shape Modification and Stirrups On Ida Bagus Rai Widiarsa*, Universitas
the Axial Capacity of Concrete Columns Udayana; Ida Bagus Dharma Giri, s
Universitas Udayana
Shear Properties Evaluation of Natural Fibre Jauhar Fajrin*, Universitas Mataram;
Reinforced Epoxy Composites Using V-Notch Nasmi Sari, Universitas Mataram
s
Shear Test
Dynamic Bayesian Updating Approach for Jojok Widodo Soetjipto*, Universitas
Predicting Bridge Condition Based on Indonesia-Jember; Tri Joko Wahyu Adi; Nadjadji
s
Bridge Management System (I-BMS) Anwar, InstitutTeknologi Sepuluh
Nopember Surabaya Class F
Performance of Composite Local Glass Fibre I Ketut Sudarsana*, Universitas
Sheets and Epoxy on Flexural Strengthening of Udayana
s
Reinforced Concrete Beams
Comparative Study on Behaviour of Reinforced Ninik Catur Endah Yuliati*, Universitas
Concrete Beam-Column Joints with Reference to Merdeka Malang; Sri Murni Dewi;
s
Monolith and non-monolith Connection Wisnumurti Wisnumurti; Ari Wibowo,
Universitas Brawijaya
Improving Resilience of Moment Frames Using Junaedi Utomo*, Universitas Atma s
Steel Pipe Dampers Jaya Yogyakarta
Analytical Prediction on Tension Force of
Stirrups in Concrete Beams Longitudinally Rendy Thamrin*, Universitas Andalas s
Reinforced with CFRP Bars
Question and Answer
Coffee Break Ruby 2
Moderator
A Comparative Study of Base Isolation Systems Santi Nuraini*; Asdam Tambusay;
featured with Lead Rubber Bearing and Priyo Suprobo, Institut Teknologi s
Pendulum in Light Rail Transit Structure Sepuluh Nopember
The effect of HVFAC as substitution of fine Ade Lisantono*, Universitas Atma Jaya
aggregates to the shear strength of reinforced s
concrete beams Yogyakarta
Performance of Glue Laminated Timber Beams
Com posed of Sengon Wood (A lbizia falcatara) Kusnindar Kusnindar*, Brawijaya s Class F
and Coconut Wood (Cocos nucifera) with Nylon- University
Threads Reinforcement
Stress-strain response of high-volume fly ash self
compacting concrete (HVFA-SCC) under uniaxial Stefan us Kristiawan*, Universitas s
loading and its effect on the reinforced HVFA- Sebelas Maret
sec nominal strength
Analysis of Floating House Platform Stability Henny Adi*, UNISSULA s
Using Polyvinyl Chloride (PVC) Pipe Material
Question and Answer
22
© The Authors, published by EDP Sciences. This is an open access article distributed under the terms of the Creative Commons Attribution License 4.0 (http://creativecommons.org/licenses/by/4.0/).
MATEC Web of Conferences 195, 02010 (2018) https://doi.org/10.1051/matecconf/201819502010ICRMCE 2018
Analytical study on creep shear failures of RC slender beams without web reinforcement
1Department of Civil and Environmental Engineering, Hiroshima University, Hiroshima, Japan 2Department of Civil Engineering, Universitas Sebelas Maret, Surakarta, Indonesia 3Department of Civil Engineering, Tokyo Institute of Technology, Tokyo, Japan 4Department of Urban Innovation, Yokohama National University, Yokohama, Japan
Abstract. Sustained load problems, which can cause excessive deformation and severe damage to concrete structures, have been considered in current worldwide design codes by applying reduction factors on the compressive and tensile strength of concrete. A reduction factor in the shear design may also be required due to the decrease of shear-transfer action corresponding to the increases of the shear cracks opening. However, only a few studies are examining the effect of creep on shear performance of concrete structures, and the results are still inconclusive. As a complement to the previous experimental works, this study aims to investigate the effect of loading rate on the shear capacity of RC slender beams by non-linear finite element (FE) analysis. A space-averaged constitutive model with fixed multi-directional cracks was employed in the simulation of diagonal shear failure. The present study analytically examines the time-dependent effects on the beams under different loading rates until the delayed failure and compares the results with the previous experimental ones.
1 Introduction Sustained load, which is practically experienced by every single structure, has received much attention in recent decades due to its severe effects. Depending on the duration of the sustained load and load intensity, nonlinear creep strain and micro-cracks can be potentially developed causing damage to the internal structure and reduction of concrete uniaxial compressive strength [1-4]. On the other hand, the basic creep created in tension is much lower than that of creating in compression; hence it is usually ignored in design [5]. In reinforced concrete (RC) structures, excessive deformation problems due to sustained load appear to be more dominant than direct reduction in bending capacity [6,7]. Plastic deformation was reported as being several times larger than the elastic deformation [8,9]. The existing cracks become wider under long-term loading [10] and make structures more vulnerable to aggressive environmental attacks.
Although many researchers on sustained load have been reported over the last decades, only some of them examined the effects on shear performance of RC structures. Time- * Corresponding author: [email protected]
Halwan Alfisa Saifullah1,2, Kenichiro Nakarai1,*, Nobuhiro Chijiwa3, and Koichi Maekawa4
