Time-Cost Relationship for Predicting Construction Duration
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Published:
Mar 11, 2013
Issue Vol. 12 No. 1 (2013)
Articles
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Economic criteria for the selection of wall formwork
007-014
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Determination of the residential renovation range
015-022
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Time-Cost Relationship for Predicting Construction Duration
023-030
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Employing multi criteria optimisation methods for risk assessment of damage to bridge objects
031-038
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Labor demand as a key factor in building process planning
039-046
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Scheduling of building projects taking into account the time buffers determined on the basis of risk analysis
047-052
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Preliminary identification and evaluation of parameters affecting the capacity of the operator-earthmoving machine system
053-060
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The cost analysis of steel halls designing, according to environmental standards, legal guidelines and market prices
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The use of fuzzy databases and knowledge bases for aiding engineering projects
069-076
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Integrating Construction Process Documentation with the use of Building Information Modeling
077-084
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The influence of steel yielding of main reinforcement on bending capacity of beams strengthened with CFRP strips
085-090
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Applications of truss topology optimization in the design of reinforced concrete structures using „Strut and Tie” models
091-098
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The reliability of the support zone of beams formed with the use of ST models
099-106
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Influence of concrete topping on behaviour of prestressed Hollow Core floor slabs on flexible supports
107-114
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The influence of reinforcement temperature on stiffness of reinforced concrete beams in fire conditions
115-122
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The method of analysis of a reinforced concrete section under bending in the post-yield range
123-130
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Efficiency analysis of strengthening of RC structures with prestressed CFRP composites
131-138
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Diagonal crack width towards the experimental results
139-146
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The Influence of Concrete Strength on Shear Capacity of Reinforced Concrete Members without Shear Reinforcement
151-158
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Serviceability limit states of high performance reinforced concrete beams with hybrid fibre
155-162
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The deformability of compressed concrete elements strengthened with FRCM composite materials
163-170
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Control of the transmission length in the prestressed hollow-core slabs using values of the strand end slip
171-178
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The structural fire design of concrete structures with externally bonded reinforcement and fire protection system
179-186
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The experimental investigations of RC internal columns in the connection zone with lightweight concrete slab
187-194
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The analysis of the effectiveness of different types of punching shear reinforcement not fully anchored
195-202
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The evaluation of uncertainty in the resistance models of reinforced concrete members
203-210
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Wind Tunnel Measurements of Aeroelastic Guyed Mast Models
211-218
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The proposal of explicit account of the random character of design process parameters
219-226
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Contribution to the diagnostics of rock bolts using elastic wave propagation
227-234
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The numerical analysis of micro-damage evolution in damaged element with structural discontinuity
235-242
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Diagnostics of concrete plate in bending with ultrasonic waves modulated by low frequency oscillations
243-250
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Fracture toughness of old bridge steel
251-258
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Effect of random track irregularities on selected composite bridge / track structure / high-speed train system vibrations
259-266
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The analysis of the deformation of node in a modular scaffolding system
267-274
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The analysis of stresses and displacements in the aluminium structure with replaceable elements
275-282
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The initial research of dynamic parameters for composite structures containing Zeolite
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The tune of mass dampers for the Municipal Stadium in Poznan
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Main Article Content
DOI
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Abstract
The paper aims at creating a model of road construction duration in the function of project qualities including the construction cost. The qualities considered are likely to be defined or possible to be estimated at early stages of project planning, giving no consideration to construction method or organisation of works. Potentially, the model might be applied by construction clients in their feasibility studies. It could also be used for comparing construction duration or construction rate with respect to project qualities.
Keywords:
Bromilow’s model, multiple regression, CART
Article Details
Czarnigowska, A. and Sobotka, A. (2013) “Time-Cost Relationship for Predicting Construction Duration”, Budownictwo i Architektura, 12(1), pp. 023–030. doi: 10.35784/bud-arch.2160.
