Relevant bibliographies by topics / Suspension bridges. Cantilever bridges

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Suspension bridges. Cantilever bridges'

Author: Grafiati
Published: 4 June 2021
Last updated: 5 February 2022

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Journal articles on the topic "Suspension bridges. Cantilever bridges"

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Petzek, Edward, Anamaria Butiscă, and Luiza Toma. "Eye Bars - Pins Connections." Advanced Materials Research 814 (September 2013): 222–29. http://dx.doi.org/10.4028/www.scientific.net/amr.814.222.

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This type of connections was used from the beginning of the steel constructions and is very efficient in some typical cases. Connections with eye bars and pins were used initially in suspension bridges, cantilever truss girders and other structures. In modern steel structures this type of connection is often used in cases when simple solutions are necessary like scaffoldings, mobile structures, emergency bridges, etc, or cases in which a certain rotation (pin connection) is desired like structures on cables, chimney, cable stayed bridges and bowstring bridges. At the end of the 19th century and the beginning of the 20th century, when the technology of foundation was not yet developed, engineers preferred the cantilever arrangement (known also as the Gerber system) to the continuous bridge, because it has favourable moments along its length and is not subjected to settlement stresses. It is important to mention that the cantilever truss girder is easier to analyse. However a cantilever arrangement requires special hinge connections and is less rigid than a continuous one. Some famous bridges have been built in this system. One of these structures of the past is the Traians bridge over the Mures in Arad, erected in 1910. The main cantilever truss has the following spans: L = 50,05 + 85,30 + 50,05 = 185,40 m. After two World Wars and other damages the bridge is still in operation for usual traffic - cars and tramways (with restrictions for trucks). The bridge is a historical monument of the engineering science and has a remarkable aesthetic aspect and an emblematical importance for the city of Arad. One of the aspects of the rehabilitation project is the analysis of the Gerber hinge which consists of lug plates and bolts in order to assure the movement of the suspended central part of the structure. These elements have to support the reaction force from all the loads on the bridge and they have a complex stress distribution. Due to the different events, the increasing of the traffic and traffic loads, the existence of cracks in these plates is possible and probable. The paper includes also the evaluation of the technical state of the bridge, stress evaluation based on 3D analysis, assessment of the remaining fatigue life.
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Passfield, Robert W. "Philip Louis Pratley (1884-1958): bridge design engineer." Canadian Journal of Civil Engineering 34, no. 5 (May 1, 2007): 637–50. http://dx.doi.org/10.1139/l06-130.

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During his career as a consulting engineer, Philip Louis Pratley of Montréal, Quebec, was responsible for the design and erection of many of Canada's most outstanding long-span highway bridges. Among them are the Jacques Cartier Bridge (1930) at Montréal; the Île d'Orléans Bridge (1935) at Québec City, Quebec; the Lions' Gate Bridge (1938) at Vancouver, British Columbia; the Angus L. Macdonald Bridge (1955) at Halifax, Nova Scotia; and the Burlington Bay Skyway Bridge (1958) at Hamilton, Ontario. For over 40 years Pratley was at the forefront of his profession in Canada in designing and supervising the erection of bridge structures that embodied the latest state-of-the-art advances in design theory, construction technologies, and structural materials; his published technical writings conveyed the latest developments in bridge design and construction practice. Two of his structures; namely, the Jacques Cartier Bridge and the Lions' Gate Bridge, have attained a symbolic importance as national icons. The present article provides an overview of his outstanding career as a bridge design engineer. Key words: Philip Pratley, Monsarrat & Pratley, bridge design, suspension bridges, cantilever bridges.
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Spoth, Thomas, Dyab Khazem, and Gregory I. Orsolini. "New Carquinez Bridge, Northeast of San Francisco, California: Technological Design Advancements." Transportation Research Record: Journal of the Transportation Research Board 1740, no. 1 (January 2000): 40–48. http://dx.doi.org/10.3141/1740-06.

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The new Carquinez Strait Bridge, northeast of San Francisco, California, will be the first major suspension bridge to be constructed in the United States since the second Chesapeake Bay Bridge in Maryland in 1973. It will replace an existing steel cantilever truss bridge, built in 1927, that was found to be seismically inadequate. The new bridge consists of an orthotropic closed steel box girder superstructure, two main cables 512 mm (20 1/8 in.) in diameter, reinforced concrete towers, and gravity anchorages. The design has set a new standard in modern suspension bridge design in the United States, particularly with respect to seismic safety. Some of the key elements of the design that are discussed are the global design loading criteria for long-span suspension bridges, the design of allowable stresses in main cable wire, the state-of-the-art design detailing of critical welded connections, the finite-element analysis approach for the box girder to determine the actual plate stresses and stress concentrations, and the design of the reinforced concrete tower leg sections for enhanced ductile seismic performance.
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Wu, Yi Bo, Gui Fu Ding, Cong Chun Zhang, and Hong Wang. "Laminated Photoresist Sacrificial Layer Process for 3-D Movable Suspension Microstructures in LIGA-Based Surface Micromachining." Advanced Materials Research 97-101 (March 2010): 2538–41. http://dx.doi.org/10.4028/www.scientific.net/amr.97-101.2538.

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The fabrication process of three-dimensional (3D) high-aspect-ratio MEMS devices entirely made of electroplated metals with suspending multilayered microstructures is reported. The technology used is a LIGA-liked micromachining process, called the laminated positive photoresist sacrificial layer process (LPSLP). The LPSLP allows in UV-lithography not only for thick resist mould for electroplating of cascaded metal structures but also for the sacrificial layer for supporting mechanically the suspensions. So far the LPSLP procedure has incorporated with more than five sacrificial layers, which allows for the creation of overhanging structures and freely moving parts like out-of-plane cantilever stacks. A description of the underlying fabrication principle and processing details is discussed in this paper. Thus the proposed procedures open a low-cost route for fabricating micro-components such as cantilevers, bridges, movable electrodes, and freestanding parts.
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Ochsendorf, John A., and David P. Billington. "Self-Anchored Suspension Bridges." Journal of Bridge Engineering 4, no. 3 (August 1999): 151–56. http://dx.doi.org/10.1061/(asce)1084-0702(1999)4:3(151).

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Wollmann, Gregor P., John A. Ochsendorf, and David P. Billington. "Self-Anchored Suspension Bridges." Journal of Bridge Engineering 6, no. 2 (April 2001): 156–58. http://dx.doi.org/10.1061/(asce)1084-0702(2001)6:2(156).

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Sobrino, Juan. "Cost -effectiveness of balanced cantilever girder bridges versus cable supported bridges." IABSE Symposium Report 101, no. 5 (September 1, 2013): 1–8. http://dx.doi.org/10.2749/222137813808627695.

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Lambropoulos, Sergios, Georgios Konstantinidis, Christos Georganopoulos, Dimitrios Konstantinidis, and Fani Antoniou. "Multispan Balanced Cantilever Bridges: Egnatia Motorway." IABSE Symposium Report 88, no. 6 (January 1, 2004): 96–101. http://dx.doi.org/10.2749/222137804796291593.

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Imai, Kiyohiro, and Dan M. Frangopol. "System reliability of suspension bridges." Structural Safety 24, no. 2-4 (April 2002): 219–59. http://dx.doi.org/10.1016/s0167-4730(02)00027-9.

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Holubová–Tajčová, Gabriela. "Mathematical modeling of suspension bridges." Mathematics and Computers in Simulation 50, no. 1-4 (November 1999): 183–97. http://dx.doi.org/10.1016/s0378-4754(99)00071-3.

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Dissertations / Theses on the topic "Suspension bridges. Cantilever bridges"

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Chestnutt, Brian James. "Design aspects of multicable suspension bridges." Thesis, Queen's University Belfast, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.317107.

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Harbi, Hani. "Stability of certain models of suspension bridges." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/NQ58283.pdf.

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Diogo, Honório José. "Conceptual design of long-span cantilever constructed concrete bridges." Thesis, KTH, Bro- och stålbyggnad, 2007. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-36994.

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Takács, Peter F. "Deformations in Concrete Cantilever Bridges : Observations and Theoretical Modelling." Doctoral thesis, Norwegian University of Science and Technology, Faculty of Engineering Science and Technology, 2002. http://urn.kb.se/resolve?urn=urn:nbn:no:ntnu:diva-112.

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The thesis deals with the deformation problem of segmental, cast-in-place concrete cantilever bridges. This type of bridge has shown some propensity to develop larger deflections than those were predicted in the design calculation. Excessive deflections may lead to deterioration of aesthetics, serviceability problems and eventually early reconstruction of the bridge. Also in the construction stages the deflections have to be properly compensated to achieve the smooth camber in the completed bridge deck.

Deformation prediction in concrete cantilever bridges is not as reliable as it would be necessary due to several factors. The high degree of uncertainty in creep and shrinkage prediction in concrete constitutes the major difficulty. Other factors are the complex segmental construction procedure and the sensitivity of the deformations to variations in the construction schedule, the uncertainty in estimating the frictional loss of prestress and relaxation in the prestressing tendons and uncertainty in estimating model parameters such as temperature and relative humidity.

The doctoral study was initiated with the objective to improve deformation prediction in segmentally cast concrete cantilever bridges and to establish guidelines for deformation analysis based on advanced numerical methods.

A database on observed deformations in three modern long span concrete cantilever bridges in Norway has been established. Two of the bridges were partly constructed from lightweight aggregate concrete. The deformations have been monitored since the construction stages up to the present time. The measurements cover the construction stages and the service life of 14, 8 and 3 years, respectively for the three bridges. The measured deformations are deflections in the superstructure and in one of the bridges, also strain measurements in the piers and the superstructure.

A sophisticated numerical model was created for deformation analysis. The numerical model realistically simulates the segmental construction procedure and the entire life span of the bridge. The effects of the segmental construction method, temporarily supports and constraints and changes in the structure system during construction are taken into account. The model considers the different concrete age from segment to segment, the sequential application of permanent loads and prestressing and the effect of temporary loads. The prestressing tendons are individually modelled with their true profile taking into account the variation of the effective prestressing force along the length of the tendon and with time.

The finite element model consists of beam elements which are based on an advanced beam element formulation. The beam model was verified against a robust two-and-a-half dimensional shell model concerning its general performance and some specific issues. The comparison confirmed the accuracy of the beam model. Existing experimental data on creep and shrinkage in lightweight aggregate concrete and high strength concrete were evaluated in comparison with theoretical models. The main focus was on the CEB-FIP Model Code 1990 and its subsequent extensions. The findings were considered in the numerical studies.

Deformations of the three bridges were computed. The CEB-FIP Model Code 1990 material model was used for concrete for the most part. The elastic moduli were taken from test results where they were available. The creep coefficient and the shrinkage strain of the lightweight aggregate concrete were assumed equal to those of normal density concrete of the same strength. The agreement between the calculated and the measured deformations were satisfactory in view of the large uncertainty involved in theoretical prediction. While moderate differences were observed in most cases, no clear overall tendency toward underor overestimation was found. In subsequent numerical studies, the sensitivity of the deformations to variations in various model parameters was investigated. The B3 model was compared to the CEB-FIP Model Code 1990 in the analysis of one of the bridges, where the latter model showed somewhat better agreement with the measurements.

The last part of the work concerned a robust probabilistic analysis which was based on a Monte Carlo simulation. The objective of the probabilistic analysis was to estimate the statistical properties of the deformation responses. With the distribution function of a given deformation response being known, the confidence limit for the deformation can be determined. It is recommended to design the bridge for the long-time deflection which represents a certain confidence limit (e.g. the 95 % confidence limit) of the response rather than its mean. Such way the risk that the bridge will suffer intolerable deflection over its life span can be minimised.

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Harbi, Hani. "Dynamic models of suspension bridges and their stabilities." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1997. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/mq20920.pdf.

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Chacar, Jean-Pierre Michel 1979. "Design of cable systems for cable suspension bridges." Thesis, Massachusetts Institute of Technology, 2001. http://hdl.handle.net/1721.1/84254.

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Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 2001.
"June 2001."
Includes bibliographical references (leaves 37-38).
by Jean-Pierre Michel Chacar.
M.Eng.
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Nowera, M. H. A. H. "A study of two-span prestressed concrete suspension bridges." Thesis, University of Southampton, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.375740.

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Shi, Miao M. Eng Massachusetts Institute of Technology. "Energy harvesting from wind-induced vibration of suspension bridges." Thesis, Massachusetts Institute of Technology, 2013. http://hdl.handle.net/1721.1/82825.

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Thesis (M. Eng.)--Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2013.
Cataloged from PDF version of thesis.
Includes bibliographical references (pages 73-75).
Recently, an extensive amount of research has been focused on energy harvesting from structural vibration sources for wireless self-powered microsystem applications. One method of energy harvesting is using electromagnetic mechanism to transfer mechanical energy into electrical energy. This has been studied in depth at the micro-level scale. In this thesis, using the same methodology that was developed for the micro-level scale, this technique is expanded for larger scale applications. A linear resonant device of the size 40mm in diameter, weight of 2 kg is proposed to be installed on a suspension bridge deck to harvest energy and to control the motion of the bridge deck. The feasibility of the installation of the device is studied with respect to the amount of energy that could be harvested. The commercial software SAP2000 was used to carry out the analysis of the structural response of the suspension bridge to wind loading. Furthermore, the potential amount of energy that can be harvested is calculated. Keywords: Electromagnetic Energy Harvesting; Suspension bridge; Low frequency energy harvesting; Vibration control;
by Miao Shi.
M.Eng.
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Papatheodorou, Marianthi. "Dynamic finite element modelling, measurement and updating of cable stayed bridges." Thesis, University of Bristol, 2001. http://hdl.handle.net/1983/9bc30f08-7040-4ade-be27-8a56eacc1826.

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Bakis, Konstantinos Nikolaos. "Active and passive aeroelastic control of long-span suspension bridges." Thesis, University of Oxford, 2016. https://ora.ox.ac.uk/objects/uuid:d076b9f0-d110-4816-a0b9-4e8c67a4edfb.

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Long-span bridges constitute landmark projects, whose iconic impact blends together aesthetic creativity and structural competence. The simplicity of their form is contrasted by the magnitude of their scale, and the span length, in particular, relates to the structure's technical efficiency as well as to its visual impression. Simple extrapolation of rather conventional concepts, however, does not usually lead to great progress in technological development and this might prove to be the case for the aeroelastic performance of such structures as the trend to increase their slenderness continues. The aim of this work is to establish a framework for implementing control devices, primarily in the form of aerodynamic appendices, for suppressing aeroelastic instabilities and mitigating wind induced vibrations in long-span bridges. First, a simplified, sectional structural bridge model is created, and its interaction with a constant velocity airstream is analysed using thin-aerofoil theory. Two different passive control strategies are then considered, separately and in combination. The first makes use of trailing and leading-edge flaps adjacent to the bridge deck. The rotating motion of the flaps is triggered by the deck's movement through a combination of connecting springs, dampers and the newly introduced inerter device. The second approach combines the aerodynamic stabilizing effect of the flaps with a driving force provided by a suspended mass, placed inside the box girder. For both strategies, special attention is given to ensuring that the proposed passive control system attains optimum robustness margins, that is, maximum tolerance to the uncertainties which accompany any physical system. The analysis is then generalized by extending it to a discretized bridge aeroelastic model, which considers full multimodal interaction. The structural component of the modelling makes use of a reduced-size finite element formulation, in which the contribution of both the girder and the main cables is combined into single structural elements, thus reducing computation effort. The introduction of aerodynamic forces follows both thin-aerofoil theory and the flutter derivatives approach and the fluid-structure interaction is cast in a state space form in the Laplace domain. This framework is particularly convenient for control analysis and design. Two control approaches are considered: an active approach, which demands an external power source and digital control system, and a purely passive mechanical network approach, building on the earlier sectional investigation. The passive control configuration proposed has the advantages of: simultaneously increasing flutter and torsional divergence limits, being easily implementable while avoiding the use of external linkages and finally dispensing the need to be anchored to a ground reference point. Implementation of the proposed feedback mechanism to the bridge aeroelastic model proves its effectiveness during the early construction stages of a suspension bridge as well as in its completed stage.
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Books on the topic "Suspension bridges. Cantilever bridges"

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Jianxun, Liu, ed. Du he qiao liang zhuang bei she ji yu ji suan: The Design of Military Bridging and River-Crossing Equipment. Beijing: Guo fang gong ye chu ban she, 2013.

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Forces, building a cantilever bridge. Cambridge [Cambridgeshire]: Cambridge University Press, 1987.

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D, Middleton William. The bridge at Québec. Bloomington: Indiana University Press, 2001.

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Suspension. New York: Thomas Dunne Books, 2000.

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Gazzola, Filippo. Mathematical Models for Suspension Bridges. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-15434-3.

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L'Hébreux, Michel. Le pont de Québec. Sillery, Québec: Septentrion, 2001.

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Le pont de Québec: Une merveille du monde : son historique, sa technique de construction, ses effondrements, ses reconstructions. Sainte-Foy, Québec: Editions La Liberté, 1986.

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Deng, Yang, and Aiqun Li. Structural Health Monitoring for Suspension Bridges. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-3347-7.

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Hernández, Jesús Sanoja. Realizando un sueño de integración venezolana =: Realizing a dream of Venezuela integration. [Caracas, Venezuela]: Odebrecht, 2006.

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Pradeep, Kumar. A structural analysis of patented Bollman suspension trusses. Morgantown: Institute for the History of Technology & Industrial Archaeology, Constructed Facilities Center, West Virginia University, 1992.

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Book chapters on the topic "Suspension bridges. Cantilever bridges"

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Bakht, Baidar, and Aftab Mufti. "Cantilever Slabs." In Bridges, 171–205. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-17843-1_5.

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Lacroix, R. "Cantilever Built Bridges with Prefabricated Segments." In Advanced Problems in Bridge Construction, 27–54. Vienna: Springer Vienna, 1991. http://dx.doi.org/10.1007/978-3-7091-2614-1_3.

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Gazzola, Filippo. "Brief History of Suspension Bridges." In Mathematical Models for Suspension Bridges, 1–41. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-15434-3_1.

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Gazzola, Filippo. "One Dimensional Models." In Mathematical Models for Suspension Bridges, 43–103. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-15434-3_2.

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Gazzola, Filippo. "A Fish-Bone Beam Model." In Mathematical Models for Suspension Bridges, 105–47. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-15434-3_3.

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Gazzola, Filippo. "Models with Interacting Oscillators." In Mathematical Models for Suspension Bridges, 149–76. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-15434-3_4.

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Gazzola, Filippo. "Plate Models." In Mathematical Models for Suspension Bridges, 177–231. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-15434-3_5.

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Gazzola, Filippo. "Conclusions." In Mathematical Models for Suspension Bridges, 233–37. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-15434-3_6.

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Buckland, Peter G. "Assessment and Rehabilitation of Suspension Bridges." In Bridge Management, 475–87. Boston, MA: Springer US, 1990. http://dx.doi.org/10.1007/978-1-4899-7232-3_42.

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Marchionna, C., and S. Panizzi. "An Instability Result for Suspension Bridges." In Integral Methods in Science and Engineering, Volume 1, 193–203. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-59384-5_17.

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Conference papers on the topic "Suspension bridges. Cantilever bridges"

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Arenas, Juan José, Guillermo Capellán, Alejandro Godoy, Marianela García, Juan Ruiz, and Santiago Guerra. "La Florida Suspension Bridge. Oviedo, Spain." In IABSE Congress, Stockholm 2016: Challenges in Design and Construction of an Innovative and Sustainable Built Environment. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2016. http://dx.doi.org/10.2749/stockholm.2016.2298.

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La Florida Bridge is a €5,9 million project promoted by Oviedo City Council to provide a new link between “La Florida” and “Western Park” neighbourhoods. The final design, developed by Arenas & Asociados, represents an innovation in urban bridges, solving the connection between both areas with a flying semi-circle roundabout suspended from its inner edge by a system of hangers.<p> The main novelty of this solution is that hangers and backstays are fixed to the same suspension system, composed by two main cables making a loop and anchored to an articulated mast. The structure is completed with a post-tensioned concrete approach viaduct, a composite connection span between roundabout and viaduct, two cantilever footbridges arising from the concrete deck and flying parallel to the roundabout, and finally, a concrete ring as counterweight for the backstays anchorage. K
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Alexandrova, Natalia Igorevna. "Suspension bridges." In XI International Students' research-to-practice conference. TSNS Interaktiv Plus, 2016. http://dx.doi.org/10.21661/r-112448.

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Vardanyan, E., and R. S. Azoyan. "Inverted suspension metal bridges." In 3rd International Conference on Contemporary Problems in Architecture and Construction. IET, 2011. http://dx.doi.org/10.1049/cp.2011.1179.

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Novarin, Marco, Julien Erdogan, Nicolas Fabry, Michal Ambor, and Sébastien Petit. "High Rigidity Suspension Bridges." In IABSE Symposium, Nantes 2018: Tomorrow’s Megastructures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/nantes.2018.s12-17.

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Machida, Akira, Masahiro Takeguchi, Taku Hanai, and Hiroshi Katsuchi. "Re-Evaluation of Aerodynamic Stability of Suspension Bridges in Seto-Ohashi Bridges." In IABSE Symposium, Nantes 2018: Tomorrow’s Megastructures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/nantes.2018.s34-25.

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Zhao, Xiaowei, David J. N. Limebeer, and J. Michael R. Graham. "Flutter control of long-span suspension bridges." In 2011 50th IEEE Conference on Decision and Control and European Control Conference (CDC-ECC 2011). IEEE, 2011. http://dx.doi.org/10.1109/cdc.2011.6161513.

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Blekherman, Alexander N. "Vortex-Induced Vertical Vibrations of Suspension Bridges." In Eighth Asia-Pacific Conference on Wind Engineering. Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-8012-8_126.

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Pourzeynali, S., and T. K. Datta. "RESPONSE OF SUSPENSION BRIDGES TO AERODYNAMIC EXCITATION." In Proceedings of the Second International Conference. WORLD SCIENTIFIC, 2002. http://dx.doi.org/10.1142/9789812776228_0040.

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Ahmed, Nasiruddin U., and H. Harbi. "Stochastic modeling and stability of suspension bridges." In SPIE's 7th Annual International Symposium on Smart Structures and Materials, edited by S. C. Liu. SPIE, 2000. http://dx.doi.org/10.1117/12.383159.

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Hart, Lisa J., and Charles E. Walker. "Historic Texas Suspension Bridges Part 1: History." In Third National Congress on Civil Engineering History and Heritage. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40594(265)49.

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Reports on the topic "Suspension bridges. Cantilever bridges"

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STATIONARY AND TRANSIENT RESPONSES OF SUSPENSION BRIDGES TO SPATIALLY VARYING GROUND MOTIONS INCLUDING SITE RESPONSE EFFECT. The Hong Kong Institute of Steel Construction, December 2017. http://dx.doi.org/10.18057/ijasc.2017.13.4.4.

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