Institutionalization of construction firms: Turkish contractors’ experience

Download

index.pdf

Date

2010

Author

Yavuzyılmaz, Özlem

Metadata

Show full item record

Item Usage Stats

115
views

50
downloads

Literature studies on institutionalization are mainly predicated on repetitive work performing sectors, in which firms are more prone to developed institutionalization processes in literature. But, in this study, it is aimed to examine reasons behind low tendency of construction firms to institutionalization process in Turkey. In literature, two main obstacles against institutionalization are shown as firms’ resistance to change and founder family acts on firm. So, family businesses and their effects on firm operations are also included to this study’s scope, with business growth and institutionalization process. Conducted interviews are based on a questionnaire which is prepared to identify; cognition level of institutionalization, factors leading firms to institutionalization, firms’ established system perform in the name of institutionalization and finally summarize experiences firms gained from institutionalization process. Twenty-one interviewed contractor firms enlightens acts of construction firms in Turkey, because like interviewed firms, 70% of construction firms in Turkey is still governed by 1st generation. Results indicate that construction firms seem to apply most of the systems offered by literature for institutionalization because of rapid business growth. In general they refuse a high institutionalization level because of construction projects’ temporary and unique nature, causing a highly competitive and uncertain sector requiring a highly flexible firm structure. Institutionalization is mainly processed to enhance control, it is not considered to take place for balancing family and firm relationships. This is because of high family dominancy in firms, leading to a highly jeopardized sustainability.

Subject Keywords

Civil engineering.

URI

http://etd.lib.metu.edu.tr/upload/3/12611932/index.pdf
https://hdl.handle.net/11511/19666

Collections

Graduate School of Natural and Applied Sciences, Thesis

Suggestions

OpenMETU
Core

Dynamic characteristics and performance assessment of reinforced concrete structural walls Kazaz, İlker; Gülkan, Polat; Department of Civil Engineering (2010) The analytical tools used in displacement based design and assessment procedures require accurate strain limits to define the performance levels. Additionally, recently proposed changes to modeling and acceptance criteria in seismic regulations for both flexure and shear dominated reinforced concrete structural walls proves that a comprehensive study is required for improved limit state definitions and their corresponding values. This is due to limitations in the experimental setups, such that most previous...
Approximate analysis and condition assesment of reinforced concrete t-beam bridges using artificial neural networks Dumlupınar, Taha; Hasançebi, Oğuzhan; Department of Civil Engineering (2008) In recent years, artificial neural networks (ANNs) have been employed for estimation and prediction purposes in many areas of civil/structural engineering. In this thesis, multilayered feedforward backpropagation algorithm is used for the approximate analysis and calibration of RC T-beam bridges and modeling of bridge ratings of these bridges. Currently bridges are analyzed using a standard FEM program. However, when a large population of bridges is concerned, such as the one considered in this project (Pen...
Organizational decline and bankruptcy prediction model for the Turkish construction companies Şapçı (Eğilmezer), Nurdan; Birgönül, Mustafa Talat; Department of Civil Engineering (2007) Within the scope of this research, factors contributing to the decline and failure in the Turkish construction industry are examined by the aid of a broad literature review and a Delphi Study conducted among respondents selected to be civil engineers who experienced organizational decline and/or bankruptcy throughout their professional lives. Based on the identified factors and their interrelations, Analytical Network Process (ANP) is used to quantify the relative importance of these factors on “Organizatio...
Lifetime Performance Analysis of Existing Reinforced Concrete Bridges. I: Theory Akgül, Ferhat (American Society of Civil Engineers (ASCE), 2005-06-01) In this first part of a two-part paper, a general methodology for lifetime performance analysis of existing reinforced concrete bridges is presented. The framework for the methodology is established by identifying four distinct categories: limit state equations, random variables, deterministic parameters, and constant coefficients. The limit state equations are derived by strictly adhering to the load and capacity formulas and requirements set forth in AASHTO specifications. Generality is pursued by establi...
Numerical simulation of unsteady flow in an oil pipeline under various hydraulic conditions Turan, Emrah; Bozkuş, Zafer; Department of Civil Engineering (2006) In the present study, transient flow analyses of a long oil pipeline are performed. Transient flow conditions are initiated by typical valve operations and pump trips that may be expected during operation of such pipelines. In order to simulate transient events an existing computer program called “Stoner Pipeline Simulator” has been used for a large number of hydraulic transient conditions. The program is based on the characteristics method solution of the governing water hammer equations. Locations that ma...

Citation Formats

Ö. Yavuzyılmaz, “Institutionalization of construction firms: Turkish contractors’ experience,” M.S. - Master of Science, Middle East Technical University, 2010.