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Relevant bibliographies by topics / Structural frames Reinforced concrete construction

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Academic literature on the topic 'Structural frames Reinforced concrete construction'

Author: Grafiati

Published: 4 June 2021

Last updated: 6 February 2022

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Journal articles on the topic "Structural frames Reinforced concrete construction"

1

Mo, Y. L., and S. F. Perng. "Behavior of Framed Shearwalls Made of Corrugated Steel under Lateral Load Reversals." Advances in Structural Engineering 3, no. 3 (2000): 255–62. http://dx.doi.org/10.1260/1369433001502184.

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Reinforced concrete buildings with shearwalls are very efficient to resist earthquake disturbances. In general, reinforced concrete frames are governed by flexure and low-rise shearwalls are governed by shear. If a structure includes both frames and shearwalls, it is generally governed by shearwalls. However, the ductility of ordinary reinforced concrete framed shearwalls is very limited. The experiments on framed shearwalls made of corrugated steel was recently reported. It was found that the ductility of framed shearwalls can be greatly improved if the thickness of the corrugated steel wall

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Li, Jun-Tao, Zong-Ping Chen, Jin-Jun Xu, Cheng-Gui Jing, and Jian-Yang Xue. "Cyclic behavior of concrete-filled steel tubular column–reinforced concrete beam frames incorporating 100% recycled concrete aggregates." Advances in Structural Engineering 21, no. 12 (2018): 1802–14. http://dx.doi.org/10.1177/1369433218755521.

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Concrete-filled steel tubular structural members can be recognized as an effective mean to improve the mechanical behavior in terms of strength, stiffness, ductility, and energy dissipation for the initial recycle aggregate concrete deficiencies compared with natural aggregate concrete. A small-scale model of square concrete-filled steel tubular column–reinforced concrete beam frame realized employing 100% recycled coarse aggregates was tested under combined axial loads and cyclic reversed lateral flexure. The failure modes, plastic hinges sequence, hysteresis loop, skeleton curve, stiffness d

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Berkowski, Piotr, and Grzegorz Dmochowski. "Structural condition assessment of a reinforced concrete driveway." MATEC Web of Conferences 289 (2019): 10002. http://dx.doi.org/10.1051/matecconf/201928910002.

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The reinforced concrete structure of a driveway built in the eighties of the 20th century is under consideration. It is a single-storey structure with a length of approx. 66.00 m, made in the form of a reinforced concrete skeletal structure, consisting of 7 frames with cantilevers, spaced at 9.00 m: 3 frames in the horizontal part of the driveway are three-span ones, and 4 in the sloping part are single-span frames. The driveway frame main beams have a rectangular cross-section and are based on pillars that have been placed on the spread footing these elements form a monolithic structure. Pref

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Kim, Siyun, Taehwan Moon, and Sung Jig Kim. "Effect of Uncertainties in Material and Structural Detailing on the Seismic Vulnerability of RC Frames Considering Construction Quality Defects." Applied Sciences 10, no. 24 (2020): 8832. http://dx.doi.org/10.3390/app10248832.

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This paper evaluates the effect of construction quality defects on the seismic vulnerability of reinforced concrete (RC) frames. The variability in the construction quality of material properties and structural detailing is considered to assess the effect on the seismic behavior of RC frames. Concrete strength and yield strength of the reinforcement are selected as uncertain variables for the material properties, while the variabilities in the longitudinal reinforcement ratio and the volumetric ratio of transverse reinforcement are employed for structural detailing. Taking into account the sel

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Wu, Li Ming, Xiao Liang Luo, and Zi Jian Wang. "The Structure of the Performance that Resist the Static Wind on the Reinforced of Steel Structure." Applied Mechanics and Materials 193-194 (August 2012): 1109–12. http://dx.doi.org/10.4028/www.scientific.net/amm.193-194.1109.

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Taking a 5-story reinforced concrete frame structure on the transformed 3-layer steel frames for an example, use finite element software ANSYS to reformation as a whole building model under static wind load changes for comparative analysis of internal force and displacement of the corresponding node. Analysis results show that in the transformation of steel on reinforced concrete frame structure, should fully take into account the structural stiffness change on construction of the overall effect of wind resistance, so that the transformation of the steel concrete frame structure more reasonabl

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Said, A., and M. Nehdi. "Behaviour of reinforced self-consolidating concrete frames." Proceedings of the Institution of Civil Engineers - Structures and Buildings 160, no. 2 (2007): 95–104. http://dx.doi.org/10.1680/stbu.2007.160.2.95.

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Omer, Muhammad I., and Dilshad K. Jaf. "Evaluation of Concrete Quality for Reinforced Concrete Frame Members Exposed to Natural Fires at Early Ages Using in situ Test Methods." Open Civil Engineering Journal 13, no. 1 (2019): 201–9. http://dx.doi.org/10.2174/1874149501913010201.

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Background: In recent years, numerous reinforced concrete buildings have been constructed in Iraq and some developing countries. Fire accidents occur in wooden formwork especially during the summer season due to problems associated with the construction procedure and on-site management. And fires can erupt during the construction stage of buildings. Introduction: Generally, if fire accidents occur in a wooden formwork, in these situations the concrete in the field is at an early age (i.e., “young”). The internal structure and chemical composition of early-age concrete are different from that o

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Uang, Chia-Ming, and Ahmed Maarouf. "Estimating seismic drifts of multistory reinforced concrete frames." Structural Design of Tall Buildings 4, no. 1 (1995): 61–70. http://dx.doi.org/10.1002/tal.4320040107.

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Kirtas, E., and D. J. Kakaletsis. "Numerical Investigation of Influential Parameters Concerning the Experimental Testing of RC Frames Under Cyclic Loading." Open Construction and Building Technology Journal 7, no. 1 (2013): 230–43. http://dx.doi.org/10.2174/1874836801307010230.

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Numerical simulations have been widely used to study the inelastic response of reinforced concrete structures under earthquake loading. Yet, due to the complex nature of structural inelastic behavior, experimental results are often required to verify the efficiency of applied numerical schemes. In this paper, experimental results of bare reinforced concrete frame models are employed to validate numerical calculations using the code Seismostruct. Moreover, numerical simulations investigate the influential parameters related to the physical experiment configuration and numerical analysis options

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Wang, Fei, Kaozhong Zhao, Jianwei Zhang, and Kai Yan. "Influence of Different Types of Infill Walls on the Hysteretic Performance of Reinforced Concrete Frames." Buildings 11, no. 7 (2021): 310. http://dx.doi.org/10.3390/buildings11070310.

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To study the influence of masonry infill walls on the hysteretic performance of reinforced concrete frames, a cyclic experiment was conducted for three two-story and two-span reinforced concrete frame structures, including one reinforced concrete frame without infill walls and two frames with infill walls. Whether the infill walls were constructed in the frames and the type of infilled material were the main parameters of the test. The major results reveal that: the infill walls clearly changed the mechanical mechanism of the frame structure at the early stage of loading, magnified the stiffne

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Dissertations / Theses on the topic "Structural frames Reinforced concrete construction"

1

Wong, Koon-Wan. "Non-linear behaviour of reinforced concrete frames /." Title page, contents and abstract only, 1989. http://web4.library.adelaide.edu.au/theses/09PH/09phw872.pdf.

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Kenyon, Jonn Mark. "Non-linear analysis of reinforced concrete plane frames /." Title page, table of contents and abstract only, 1993. http://web4.library.adelaide.edu.au/theses/09PH/09phk368.pdf.

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Hertanto, Eric. "Seismic Assessment of Pre-1970s Reinforced Concrete Structure." Thesis, University of Canterbury. Civil Engineering, 2005. http://hdl.handle.net/10092/1120.

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Reinforced concrete structures designed in pre-1970s are vulnerable under earthquakes due to lack of seismic detailing to provide adequate ductility. Typical deficiencies of pre-1970s reinforced concrete structures are (a) use of plain bars as longitudinal reinforcement, (b) inadequate anchorage of beam longitudinal reinforcement in the column (particularly exterior column), (c) lack of joint transverse reinforcement if any, (d) lapped splices located just above joint, and (e) low concrete strength. Furthermore, the use of infill walls is a controversial issue because it can help to provide ad

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Biddah, Ashraf Mahmoud Samy. "Seismic behaviour of existing and rehabilitated reinforced concrete frame connections." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/NQ30074.pdf.

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Haselton, Curt B. Deierlein Gregory G. "Assessing seismic collapse safety of modern reinforced concrete moment-frame buildings." Berkeley, Calif. : Pacific Earthquake Engineering Research Center, 2008. http://nisee.berkeley.edu/elibrary/Text/200803261.

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Elwood, Kenneth Moehle Jack P. "Shake table tests and analytical studies on the gravity load collapse of reinforced concrete frames /." Berkeley : Pacific Earthquake Engineering Research Center, 2003. http://peer.berkeley.edu/publications.

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Elmorsi, Mostafa Saad Eldine. "Analytical modeling of reinforced concrete beam column connections for seismic loading." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1998. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape11/PQDD_0006/NQ42844.pdf.

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El-Amoury, Tarek Abbas Ghobarah Ahmed. "Seismic rehabilitation of concrete frame beam-column joints /." *McMaster only, 2004.

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Patel, Jayendra R. "Post processor for design of reinforced concrete space frames using object oriented programming." Thesis, This resource online, 1994. http://scholar.lib.vt.edu/theses/available/etd-07292009-090457/.

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Jarvis, Wesley James. "The effect of seismic activity on reinforced concrete frame structures with infill masonry panels." Thesis, Stellenbosch : Stellenbosch University, 2014. http://hdl.handle.net/10019.1/86554.

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Thesis (MEng)--Stellenbosch University, 2014.<br>ENGLISH ABSTRACT: Certain regions within the Western Cape Province are at risk of a moderate intensity earthquake. It is therefore crucial that infrastructure in these areas be designed to resist its devastating effect. Numerous types of structural buildings exist in these seismic prone areas. The most common types are either reinforced concrete framed buildings with masonry infill or unreinforced masonry buildings. Many of these buildings predate the existence of the first loading code of 1989 which provided regulations for seismic design

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Books on the topic "Structural frames Reinforced concrete construction"

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Elezaby, Yehia K. Modelling and design of unbraced reinforced concrete frames. Dept. of Civil Engineering, University of Alberta, 1992.

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2

Reinforced concrete beams, columns and frames: Section and slender member analysis. ISTE, 2013.

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Goodsir, W. J. The design of coupled frame-wall structures for seismic actions. Dept. of Civil Engineering, University of Canterbury, 1985.

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Hans-Christian, Gerhardt, ed. Spannungs- und Schnittgrössenumlagerungen infolge Kriechen und Schwinden des Betons bei Stabtragwerken aus Stahlbeton und Spannbeton. W. Ernst, Verlag für Architektur und Technische Wissenschaften, 1986.

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Sullivan, Timothy J. Seismic design of frame-wall structures. IUSS Press, 2006.

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6

Moehle, Jack P. Review of seismic research results on existing buildings: Product 3.1 of the Proposition 122 Seismic Retrofit Practices Improvement Program. California Seismic Safety Commission, 1994.

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1932-, Breen J. E., and Jirsa J. O, eds. Reinforced concrete fundamentals. 5th ed. Wiley, 1988.

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Wang, Chu-kia. Reinforced concrete design. 7th ed. Wiley, 2003.

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9

Bennett, D. F. H. Structural developments: 3 high speed concrete. Published on behalf of the Reinforced Concrete Council by the British Cement Association, 1991.

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10

Design of reinforced concrete structures. 2nd ed. Prentice Hall, 1989.

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Book chapters on the topic "Structural frames Reinforced concrete construction"

1

Häussler-Combe, Ulrich. "Structural Beams and Frames." In Computational Methods for Reinforced Concrete Structures. Wiley-VCH Verlag GmbH, 2014. http://dx.doi.org/10.1002/9783433603611.ch3.

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He, Zhi-Jun, Hong-Ju Han, Ji-Ping Guo, and Jian Yang. "Cantilever Casting Construction Technology of Reinforced Concrete Main Arch Ring of ShaTuo Bridge." In Structural Integrity. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-29227-0_80.

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Ozcelik, Ramazan, Ugur Akpınar, and Barıs Binici. "Nonlinear Dynamic Analysis of Structural Steel Retrofitted Reinforced Concrete Test Frames." In Advanced Structured Materials. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-31497-1_4.

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Salem, Yasser S., Giuseppe Lomiento, and Jawwad Khan. "Assessment of Response Modification Factor of Reinforced Concrete Table Top Frames Structures Subjected to Seismic Loads." In Facing the Challenges in Structural Engineering. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61914-9_5.

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Liu, Wenfeng, Jieying Sui, and Yangbo Wu. "Network Course Construction and Teaching Web-Based Practice of Reinforced Concrete Structural Fundamentals for Adult Education." In Advances in Intelligent and Soft Computing. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-28466-3_69.

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Kumar, B. Bala Murali, Yun Chung Hsueh, Zhuoyang Xin, and Dan Luo. "Process and Evaluation of Automated Robotic Fabrication System for In-Situ Structure Confinement." In Proceedings of the 2021 DigitalFUTURES. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-5983-6_34.

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AbstractThe additive manufacturing process is gaining momentum in the construction industry with the rapid progression of large-scale 3D printed technologies. An established method of increasing the structural performance of concrete is by wrapping it with Fibre Reinforced Polymer (FRP). This paper proposes a novel additive process to fabricate a FRP formwork by dynamic layer winding of the FRP fabric with epoxy resin paired with an industrial scale robotic arm. A range of prototypes were fabricated to explore and study the fabrication parameters. Based on the systemic exploration, the limitations, the scope, and the feasibility of the proposed additive manufacturing method is studied for large scale customisable structural formworks.

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Morris, Gareth, Mark Browne, Kirsti Murahidy, and Mike Jacka. "Christchurch Town Hall Complex: Post-Earthquake Ground Improvement, Structural Repair, and Seismic Retrofit." In Case Studies on Conservation and Seismic Strengthening/Retrofitting of Existing Structures. International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/cs002.145.

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<p>The Christchurch Town Hall (CTH) complex contains six reinforced concrete buildings constructed circa 1970 in Christchurch, New Zealand (NZ). The complex is used for performing arts and entertainment, with an Auditorium that is internationally recognized for its acoustics. It is listed as a Grade-1 heritage building due to its cultural and historical significance. Unfortunately, the CTH foundation system was not originally designed to accommodate liquefaction-induced differential settlement and lateral spreading effects, as highlighted by the 2010–2011 Canterbury earthquake sequence. Although the most extreme ground motions exceeded the NZS 1170.5 code-defined 1/2500 year earthquake loads, the CTH structures performed remarkably well for a design that pre-dated modern seismic codes. Most of the observed structural damage was a result of the differential ground deformations, rather than in response to inertial forces. The post-earthquake observations and signs of distress are presented herein. The primary focus of this paper is to describe two major features of the seismic retrofit project (initiated in 2013) which were required to upgrade the CTH complex to meet 100% of current NZS 1170.5 seismic loadings. Firstly, the upgrade required extensive ground improvement and a new reinforce concrete mat slab to mitigate the impacts future ground deformations. Soil stabilization was provided by a cellular arrangement of jet-grout columns, a relatively new technique to NZ at the time. The new mat slab (typically 600-900 mm) was constructed over the stabilized soils. Secondly, upgrading the superstructure had many constraints that were overcome via a performance-based design approach, using non-linear time-history analysis. Recognizing the heritage significance, the superstructure “resurrection” as a modern building was hidden within the original skin minimized disruption of heritage fabric. Retrofit solutions were targeted, which also minimized the overall works. The 2015–2019 construction phase is briefly discussed within, including jet-grout procedures and sequencing considerations.</p>

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Belgasmia, Mourad. "Definition of Static Nonlinear Procedure and Flexibility-Based Model with Application on 2D Model for an Existing Structure and Comparing Results with Time History Analysis." In Modeling and Simulation Techniques in Structural Engineering. IGI Global, 2017. http://dx.doi.org/10.4018/978-1-5225-0588-4.ch003.

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This chapter presents in one hand the definition of the pushover procedure based on Eurocode 8, and displacement based and force base elements which will be used in this study, and the application of the pushover procedure based to Eurocode 8 to nonlinear framed structure model and comparison with time history analysis. As test-bed application, we consider a two-story reinforced concrete building in Bonefro, Italy. It is representative of typical residential building construction in Italy in the 1970's and 1980's. The aim of this chapter is to compare 2D model for both modal and uniform load distributions with time history analysis. In another hand an Application to two-story RC Frame using force base elements without soil and with taking into account soil in order to have an idea of the soil modelisation effect with the structure in the results

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Ning, C. "Probabilistic loss estimates of non-ductile reinforced concrete frames." In Advanced Materials and Structural Engineering. CRC Press, 2016. http://dx.doi.org/10.1201/b20958-180.

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"Metaheuristic Optimization of Reinforced Concrete Frames." In Metaheuristic Approaches for Optimum Design of Reinforced Concrete Structures. IGI Global, 2020. http://dx.doi.org/10.4018/978-1-7998-2664-4.ch006.

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In this chapter, an optimum design methodology for reinforced concrete (RC) frames are presented. In the optimum design of frames, both beams and columns are optimized. In addition to that, internal forces can be modified according to rigidity of members for statically indetermined frames. In the presented methodology, the optimization of RC frame is done according to dynamic seismic loads and the design is done according to time-history analysis. As a metaheuristic algorithm, a modified harmony search is used, and the design constraints are provided according to ACI 318: Building code requirements for structural concrete. The optimum results of two span-two story symmetric RC frames and three span-three story RC frame are presented.

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Conference papers on the topic "Structural frames Reinforced concrete construction"

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Yang, Yang, and Albert P. C. Chan. "Driving factors and obstacles in adopting structural steel in Hong Kong: Case studies." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7984.

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The construction applications of structural steel mainly include super high-rise buildings and long-span structures. The advantages offered by structural steel to the construction sector and building environment have long been recognised, as evidenced by the increasing market share of structural steelwork in many marketplaces, but not in Hong Kong. The annual import quantity of fabricated steel structures in Hong Kong is 0.2 - 0.3 million tons, which indicates a low demand for structural steelwork in the local construction industry. This study aims to identify the major barriers and potential

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Zhang, Fei, and Jianxun Ma. "Experimental Study on Hybrid Masonry Structure with RC Frame under Lateral Reversed Cyclic Loading." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0142.

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<p>As a new type of structural system, hybrid masonry (HM) structure with reinforced concrete (RC) frame is constructed of reinforced block masonry wall and reinforced concrete frame. This structural system combines the advantages of reinforced concrete frame structure and reinforced concrete block masonry structure, also overcomes some limitations of them. In order to study the seismic performance of the structural system, the lateral reversed cyclic loading experiment on the HM structure with RC frame was conducted. In the experiment, two specimens that were constructed with different

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Chiu, Chien-Kuo, Fu-Pei Hsiao, Wen-I. Liao, Samuel Jonathan Quacoo, Chin-En Ho, and Zi-En Gu. "Retrofitting Non-Ductile RC Frames for Seismic Resistance Using Post-Installed Shear Walls." In ASME 2019 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/pvp2019-93399.

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Abstract Reinforced Concrete (RC) frame structures that were designed and built according to older standards can be damaged during destructive earthquakes as a result of insufficient lateral strength and/or deformation capacity. Such structures must be retrofitted to satisfy the current requirements and to survive future earthquakes. Owing to its high lateral strength and stiffness capacity of an RC wall, the post-installation of an RC wall in a non-ductile frame for retrofit is a widely used retrofitting technique. However, for frame structures with low-strength concrete, the typically used c

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Elesawy, Alaa, and Mustafa Batikha. "Structural behaviour of steel plate infilled outrigger wall system." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.1265.

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<p>The resistance of lateral loads is historically the main challenge in tall buildings. Structural Engineers always strive to find a redundant lateral resisting system that provides the required structural resistance, unleashes the architectural expression, optimizes the quantities and improves the constructability. Because of the increased stiffness together with the overturning resistance they provide and being a cost-effective solution, the outrigger systems are very efficient against the lateral loads in tall buildings. Conventionally, steel truss and reinforced concrete walls are u

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Rando, Mario, Gaute Mo, Katie Overton, Fernando Ibáñez, and Manuel Sánchez-Solís. "Finansparken Bjergsted: an innovative timber-framed office building." In IABSE Symposium, Guimarães 2019: Towards a Resilient Built Environment Risk and Asset Management. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.0729.

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<p>Finansparken Bjergsted is an office building currently under construction in Stavanger, Norway, for SR-Bank. The structural system above ground level uses timber as the principal load bearing elements (a natural, renewable and readily available local material). Floors are cross-laminated timber (CLT) panels supported by glued laminated timber (GL) beams and columns. For strength and complex geometrical requirements, laminated veneer lumber (LVL) made of beech is also used. The three basement levels and the four communications and services cores are of reinforced concrete. Mass timber

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Aljawhari, Karim, Fabio Freddi, and Carmine Galasso. "STATE-DEPENDENT VULNERABILITY OF CASE-STUDY REINFORCED CONCRETE FRAMES." In 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2019. http://dx.doi.org/10.7712/120119.7102.19550.

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Khan, Nisar Ali, Alessandro Vittorio Bergami, Camillo Nuti, Giorgio Monti, Marco Vailati, and Bruno Briseghella. "SEISMIC PERFORMANCE OF PAKISTANI-TECHNIQUE INFILLED REINFORCED CONCRETE FRAMES." In 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research National Technical University of Athens, 2021. http://dx.doi.org/10.7712/120121.8535.19546.

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SULEV, ERTAN, and FATIH ALTUN. "IMPROVING EARTHQUAKE PERFORMANCE OF REINFORCED CONCRETE FRAMES WITH CFRP." In Eighth International Conference On Advances in Civil and Structural Engineering - CSE 2018. Institute of Research Engineers and Doctors, 2018. http://dx.doi.org/10.15224/978-1-63248-145-0-32.

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Kunigahalli, R. "Geometric and Topological Representation of Reinforcement Detail for Reinforced Concrete Frame Structures." In 13th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 1996. http://dx.doi.org/10.22260/isarc1996/0062.

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Y. X., Zhang, and Xiaoshan Lin. "Structural Behavior of FRP-Reinforced Concrete Beams." In Modern Methods and Advances in Structural Engineering and Construction. Research Publishing Services, 2011. http://dx.doi.org/10.3850/978-981-08-7920-4_s2-s10-cd.

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Reports on the topic "Structural frames Reinforced concrete construction"

1

Guidelines for nonlinear structural analysis and design of buildings. part IIb - reinforced concrete moment frames. National Institute of Standards and Technology, 2017. http://dx.doi.org/10.6028/nist.gcr.17-917-46v3.

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THE STRUCTURAL AND CONSTRUCTION PERFORMANCES OF A LARGE-SPAN HALF STEEL-PLATE-REINFORCED CONCRETE HOLLOW ROOF. The Hong Kong Institute of Steel Construction, 2019. http://dx.doi.org/10.18057/ijasc.2019.15.1.3.

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