Cost-based analysis of quality in developing countries: a case study of building projects

2005-10-01
KAZAZ, AYNUR
Birgönül, Mustafa Talat
ULUBEYLİ, SERDAR
This paper examines construction quality costs in Turkey. First, background information is presented on quality costing, on the prevention, appraisal, and failure (PAF) approach, and on PAF components. Secondly, a model is presented for determining the optimum level of total quality cost. Finally, a case study in which the costs of quality in a mass-housing project were collected and evaluated is presented. For the case study, the data were obtained in two stages: (i) during the construction period and (ii) after the delivery of residences. During the construction period, data were collected in collaboration with quantity surveyors and site engineers. During the delivery of residences, a questionnaire was administered to 655 householders, using face-to-face interviews. The importance of construction quality in a developing country was clarified by means of a cost-based analysis, in which the percentages of quality costs in the total cost to client were calculated separately, as was the optimum cost value of total quality.
BUILDING AND ENVIRONMENT

Suggestions

Cost assessment of concrete and steel types for office buildings: An exploratory study
Kanit, Recep; Ozkan, Omer; Gunduz, Murat (Elsevier BV, 2007-09-01)
This paper presents a set of regression models which incorporates concrete and steel types in modeling the costs of office buildings. To these ends, three typical office buildings with seven and 15 stories have been designed by the help of a commercial software taking into account the Turkish practice. In each project C-16, C-20, C-25, C-30 and C-35 concrete classes and S-220 and S-420 steel types were used for dimensioning purposes. Rough construction costs were then calculated for different combinations o...
Cost effect of earthquake region and soil type for office buildings in Turkey
Kanit, Recep; Gunduz, Murat; Ozkan, Omer (Elsevier BV, 2007-10-01)
In this study, the change in the load-bearing system cost of a reinforced concrete office building has been investigated in relation to the earthquake regions and soil types. Three different office projects each with five stories were investigated. The structural design calculations have been made according to four different soil types and four different earthquake regions. According to each combination, concrete, steel and formwork adopted approximations were calculated to reach the rough cost of each offi...
Seismic strengthening of masonry infilled reinforced concrete frames with steel-fibre-reinforced mortar
Yaman, Tugce Sevil; Canbay, Erdem (Thomas Telford Ltd., 2014-01-01)
In addition to high seismicity, poor construction quality, incorrect detailing and structural mistakes in Turkey have caused enormous loss of life and property. Therefore, seismic rehabilitation has been a major topic for civil engineers in Turkey. The object of this research is to develop a simple method that will provide strengthening of buildings without evacuating the inhabitants. This study is based on application of steel-fibre-reinforced mortar on masonry infill walls with the aim of converting nonst...
Observations on earthquake resistance of traditional timber-framed houses in Turkey
Şahin Güçhan, Neriman (Elsevier BV, 2007-02-01)
The aim of this study is to establish the earthquake behaviour of traditional timber-framed houses in Turkey and their technical features to serve as a guide in their conservation. This paper first discusses the destructive effects of changing settlement patterns on the traditional building stock and explores earthquake damage on traditional Turkish buildings, analysing the 1894-İstanbul, 1970-Gediz and finally 1999-Kocaeli earthquakes. A short definition is then provided of timber-framed building methods i...
Effective flexural rigidities for ordinary reinforced concrete columns and beams
AVŞAR, ÖZGÜR; BAYHAN, BEYHAN; Yakut, Ahmet (Wiley, 2014-04-25)
Current effective flexural rigidities proposed for use in design and analyses of reinforced concrete structures have been examined. The level of accuracy in the estimation of section rigidity plays a very important role in determining realistic values for the structural stiffness and hence the seismic forces imposed. The most significant parameters influencing the effective rigidity, which reflects the effect of cracking as well as the theoretical yielding of reinforced concrete sections, have been determin...
Citation Formats
A. KAZAZ, M. T. Birgönül, and S. ULUBEYLİ, “Cost-based analysis of quality in developing countries: a case study of building projects,” BUILDING AND ENVIRONMENT, pp. 1356–1365, 2005, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/48846.