INTERNATIONAL JOURNAL OF LATEST TECHNOLOGY IN ENGINEERING,  
MANAGEMENT & APPLIED SCIENCE (IJLTEMAS)  
ISSN 2278-2540 | DOI: 10.51583/IJLTEMAS | Volume XIV, Issue X, October 2025  
A Review Towards a Standardized Approach in Building Structure  
Inspection for Maintenance Management  
Mohamad Haszirul Mohd Hashim1*, Norliyati Binti Mohd Amin2, Nurul Hakimah Binti Abdullah3, Nurul Izza Abdul  
Ghani4  
1Program of Building Surveying, Faculty of Built Enviroment, Universiti Teknologi MARA, Perak Branch  
2School of Civil Engineering, College of Engineering, Universiti Teknologi MARA, Shah Alam Selangor  
3Post Graduate Student, Faculty of Built Enviroment, Universiti Teknologi MARA, Shah Alam Selangor  
4Department of Civil Engineering, Politeknik Ungku Omar  
Received: 28 October 2025; Accepted: 04 November 2025; Published: 19 November 2025  
Abstrak. Maintenance is a combination of several management methods without changing the basic features and functions of  
building structures and service systems. Effective maintenance planning ensures optimal use of the structure and reduces  
operating costs. Building inspection is one of the methods in maintenance management for assessment of building physical  
condition. Moreover, this method is a preliminary analysis to gather information, assess and identify damages to building  
structures. This paper discussed variety of structural inspection methods including inspections for pitched roof and fade.  
Literature was collected from journals, conference proceedings, standards and books. These methods were compared and  
classified according to defect. The results demonstrated that there are weaknesses in the method of building structure inspection.  
For example, there are varieties of information in the verification of damage causing inconsistencies in the inspection. Hence,  
causing inconsistent final report on maintenance performed. Besides, the assessments also depend on the discretion and  
experience of the inspector resulting in subjective evaluations. For instance, the final reports were interpreted differently from  
individual perspectives. In conclusion, building structure inspection requires a guide to standardize the inspection process. In  
addition, specific strategies are required to ensure the documents provided can be reduced consistently by various inspectors.  
Keyword: Building Inspection, Maintenance Management, Standardization, Structural Assessment, Building Performance.  
I. Introduction  
Maintenance is defined as a continuous process carried out without altering the basic features and functions of a building system  
after its construction is completed [1]. Maintenance management integrates various activities to ensure that the building  
components and systems remain in optimal condition. However, some maintenance activities are unpredictable and may involve  
certain risks [2]. Building maintenance management is closely associated with building life cycle management, asset  
management, and health and safety management [3]. It encompasses activities involving various building components such as  
basements, interiors and exteriors, walls, columns, building services, and roof systems. The optimal operation of building service  
systems requires continuous maintenance management. Poor maintenance practices may result in significant financial losses to  
building owners [4]. Effective maintenance management can optimize and maximize system performance [5]. It also helps to  
delay deterioration, defects, and failures [6]. Furthermore, maintenance can reduce operating costs and extend the overall building  
life cycle [7]. Therefore, maintenance activities play a crucial role, as approximately 70% of operating costs are typically  
allocated to building maintenance planning [3]. Hence, effective maintenance management represents a sound investment for  
building owners [8]. Maintenance management also involves early planning in several aspects, including budget control,  
maintenance scheduling, and the allocation of financial resources [9]. This is particularly important because many organizations  
consider maintenance work to be a financial burden on operating costs [10]. As noted by [11], approximately 90% of a building’s  
life cycle requires maintenance work, which often results in maintenance costs exceeding the allocated budget [12].  
The main objective of this review paper is to identify and evaluate the existing methods currently practiced in building structure  
inspection as part of maintenance management activities. This study seeks to examine the various inspection techniques used to  
assess the physical condition of building components, including both visual and non-destructive approaches. It also aims to  
analyze the strengths, limitations, and inconsistencies associated with these inspection methods that may affect the reliability and  
accuracy of maintenance evaluations. Furthermore, this paper highlights the need for standardization in building inspection  
procedures to ensure consistency, repeatability, and objectivity in the assessment process.  
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INTERNATIONAL JOURNAL OF LATEST TECHNOLOGY IN ENGINEERING,  
MANAGEMENT & APPLIED SCIENCE (IJLTEMAS)  
ISSN 2278-2540 | DOI: 10.51583/IJLTEMAS | Volume XIV, Issue X, October 2025  
Maintenance Inspection  
Maintenance inspection is an essential component of building maintenance management that helps determine the physical  
condition and performance of building elements. Its primary purpose is to identify defects, deterioration, and potential failures in  
building structures before they develop into serious problems. Generally, maintenance inspection methods can be categorized into  
visual inspection, non-destructive testing, and instrument-based assessment. An effective inspection strategy plays a crucial role  
in minimizing maintenance costs, enhancing building safety and health, and reducing the failure rate of building service systems  
[13]. In addition, systematic inspection facilitates proper planning of repair works to prevent defects from worsening and to avoid  
structural failures [14]. Furthermore, inspection results can assist maintenance teams in determining appropriate repair actions and  
ensuring that maintenance interventions are performed efficiently [15].  
Table 1: Assesssment of Inspection Methods.  
Author  
s
Source  
Inspection  
Elements to  
Inspect  
Description of Defect  
Level Defect Assesment  
Description by inspector  
Description by inspector  
Description by inspector  
1.  
2.  
3.  
[22]  
[23]  
[8]  
Wooden  
House in  
Cambodia  
Need to be  
identified by the  
inspector  
Depending on the cause and type of  
defect  
Wooden  
House in  
Melaka  
Need to be  
identified by the  
inspector  
Depending on the cause and type of  
defect  
Flat roofs,  
facades,  
Building  
materials  
Checklist  
windows and  
doors.  
4.  
[24]  
Pitched Roof  
Element  
building  
material  
Checklist  
Inspectors need to clarify the  
current condition  
5.  
6.  
[25]  
[26]  
Building  
Building  
Subjective  
component  
Need to be described by inspector  
Need to be described by inspector  
Inspectors need to clarify the  
current condition  
Moisture  
contents in  
building  
Inspectors need to answer  
every question regarding the  
moisture content of the  
building  
7.  
[27]  
Building  
General  
Need to be described by inspector  
Inspectors need to clarify the  
current condition  
information to  
identify element  
of the building  
8.  
9.  
[28]  
[29]  
Roof school  
building  
Inspect external  
roof, drainage  
and down pipe  
Need to be described by inspector  
Need to be described by inspector  
Description by inspector  
Description by inspector  
Pitched roof  
General  
information to  
identify element  
of the building  
Inspection Method  
The review of studies presented in Table 1 demonstrates that building inspection and defect assessment practices are  
predominantly qualitative and depend heavily on the professional judgment of inspectors [16]. Across various studies, such as  
those involving wooden houses, pitched roofs, and general building structures, the inspection elements are not standardized but  
are instead identified by inspectors based on the specific type, cause, and extent of the defect [17]. The inspection process  
typically involves visual examination of materials, structural components, and external features such as façades, roofs, drainage  
systems, windows, and doors. In several studies, defect descriptions are documented through checklists or narrative assessments  
that describe visible signs of deterioration, material degradation, or moisture-related problems. The level of defect assessment, in  
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INTERNATIONAL JOURNAL OF LATEST TECHNOLOGY IN ENGINEERING,  
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most cases, is determined through the inspector’s interpretation and clarification of the building’s current condition [18]. This  
indicates that the assessment relies on subjective evaluation rather than quantitative measurement or a standardized scoring  
framework [19].  
Such reliance on individual expertise can lead to inconsistencies in reporting and variations in assessment outcomes between  
inspectors. Moreover, the lack of uniform criteria makes it difficult to compare inspection results across different building types  
and research contexts [20].  
Therefore, it is evident that while current inspection methods provide flexibility and adaptability, they also highlight the need for  
more systematic, data-driven, and standardized assessment models [21]. Future studies should aim to integrate objective  
indicators, measurable parameters, and digital tools such as sensors or defect detection software to enhance the accuracy,  
consistency, and reliability of building defect inspection and evaluation processes.  
II. Methodology  
The methodology adopted in this review paper is primarily based on an extensive literature study. Various sources, including  
reference books, academic journals, conference papers, technical reports, magazines, and industry publications, were  
systematically reviewed. A structured approach was employed to examine the current monitoring techniques applied in wooden  
structure maintenance.  
The review also includes an evaluation of previous methods developed by researchers for defect detection and assessment in  
timber structures. By comparing approaches from different studies and standards, this paper identifies the current level of  
advancement in assessment for timber materials.  
Overall, this comparative synthesis highlights current best practices, technological gaps, and emerging trends in moisture  
monitoring systems. The findings are expected to provide valuable references for researchers, engineers, and conservation  
professionals involved in the maintenance and preservation of wooden structures.  
Issues and Challenges in Current Inspection Practices  
Inspection is a visual assessment method of the components [30]. This method reviews the visual condition of the defect at  
component based on their nature or performance parameters. Visual inspection is a non-assistance process of assessment  
alongside various visual aids for assessment of conditions during inspection.  
Table 2: Summary of Issues in Inspection.  
No  
Author Source  
Issue In Inspection  
1.  
[22]  
The inspector assumes condition of defects on component  
Record the condition on the component without having the knowledge in the  
level of defects.  
2.  
[31]  
3.  
4.  
5.  
6.  
7.  
8.  
9.  
[32]  
[33]  
[34]  
[35]  
[36]  
[37]  
[38]  
The inspector’s view is limited  
Lack of knowledge is a problem in the assessment of defects  
Assessment is guided by own judgment, perception or self-assumption  
Assessment based on knowledge, feelings and emotions  
Inspection depending on the memory of the framework  
Assessment based on the experience of the inspector  
The inspection is conducted in its own way  
Based on table 2, several issues and challenges can be identified in current inspection practices. One of the main issues is that  
inspectors often rely on their own assumptions about the condition of defects on components without having sufficient knowledge  
about the actual level of defects [24]. This method goals is to get feedback during a inspection on the performance of the  
component. This lack of knowledge leads to inaccurate assessments and evaluations that depend heavily on personal judgment  
and perception [39].  
Furthermore, inspectors’ limited viewpoints [12] and reliance on memory or personal experience [40] affect the objectivity and  
consistency of inspection results. In some cases, inspections are conducted according to individual methods without following  
standardized guidelines or frameworks [41], resulting in inconsistencies in outcomes. Overall, the challenges in current inspection  
practices mainly stem from human factors such as insufficient knowledge, dependence on personal experience and assumptions,  
as well as the absence of a systematic and standardized approach to inspection assessment.  
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The review of previous studies reveals several recurring issues that affect the reliability and consistency of building inspection  
practices. One of the most critical problems is the subjectivity of assessment, where inspectors often make assumptions about the  
condition of defects without sufficient technical knowledge or supporting evidence [24]. In many cases, inspections are  
influenced by the limited visual access to structural components, resulting in incomplete evaluation and misinterpretation of the  
actual condition [12]. Furthermore, a lack of knowledge and technical competency among inspectors contributes to inaccuracies  
in defect assessment and reporting [39].  
Another key issue identified is that inspections are frequently guided by personal judgment, perception, and self-assumption,  
rather than standardized assessment criteria [42]. This subjectivity causes the evaluation process to depend heavily on the  
experience, memory, and emotions of the inspector, which leads to inconsistent findings between individuals [40]. Additionally, it  
is found that inspection activities are often conducted in a non-standardized manner, where each inspector applies their own  
methods and interpretation framework [41].  
Overall, these issues highlight the absence of a consistent and systematic approach in building inspection practices. The heavy  
reliance on individual perception and experience results in inconsistent, unreliable, and non-reproducible inspection outcomes.  
Therefore, there is a clear need to establish a standardized inspection framework to improve objectivity, ensure uniform data  
collection, and support effective maintenance decision-making.  
Various assumptions of the life expectancy of the structure will also results in an unreliable report [43]. This causes weaknesses  
of the current methods of data collection such inconsistencies, unrealistic assumptions and manipulation of data [11]. The  
consequences are there will be various information from different inspectors [43]. Studies conducted by [44] shows there is an  
existence of bias in the validation of structural defects. The assumption with no knowledge on the gravity of defect would cause  
the method of maintenance to be biased or irrelevant.  
III. Discussion  
Knowledge and understanding of building maintenance programs is a prelude for an effective management. Maintenance  
management should identify all operating systems in the building to facilitate the design of regular maintenance schedules. This  
paper discusses on the building maintenance management system to achieve the maintenance objectives. Reliable inspection also  
requires the arrangement of components and subcomponents for strength assessment to determine structural stability [48]. It to  
ensure that the inspector can identify the components to be inspected.  
There are several methods of inspection depending on the of choice of the inspector. This problem described in the study of  
maintenance based on the conditions conducted by [45] for social housing summarizes as follows:  
1. The purpose of the inspection and the framework is unclear because the inspector is unfamiliar with the components.  
2. There is several experiences of inspectors in conducting inspections.  
3. The level of disability is not realistic by the inspector.  
4. There is incomplete or inappropriate data in the report inspection.  
5. Lack of information or lack of clarity in providing maintenance programs is a major contributing factor to the level of  
dissatisfaction among building owners.  
To ensure a more effective method of inspection, some improvements are needed in visual assessment so that inspection is easy  
and fast based on the studies conducted by [46]:  
1. A standard hierarchy or sequence of components and sub-components are required for inspection.  
2. A guide such as the use of color code to indicate good, medium and bad condition on floor plans are required.  
3. Can be used in mobile PCs for easier movement.  
4. Picture of damages from each point of inspection need to be collected.  
5. A picture database is required as a guide during the inspection to reduce subjective assessment.  
Despite the usefulness of existing inspection practices in identifying visible defects, several limitations have been observed in  
previous studies. The reliance on visual observation and inspector experience introduces a high degree of subjectivity, leading to  
potential bias and inconsistency in evaluation outcomes. In addition, many inspections are carried out manually, which makes the  
process time-consuming and prone to human error, especially in large or complex buildings. The absence of standardized  
evaluation criteria further complicates defect classification, making it difficult to establish clear thresholds for severity levels or  
maintenance prioritization. Moreover, the documentation methods such as manual checklists or descriptive notes lack integration  
with digital data systems, thereby limiting traceability and long-term performance monitoring.  
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Figure 1: Conceptual Standardized Guideline  
To overcome these limitations, recent research has suggested the development of a more systematic and technology-driven  
inspection framework. This conceptual approach could integrate digital tools such as Building Information Modelling (BIM),  
sensor-based monitoring systems, and computer vision techniques for automatic defect detection. The incorporation of  
quantitative indicators, supported by image analytics and data-driven decision models, would enable objective and repeatable  
assessments. Furthermore, the establishment of standardized rating systems and performance benchmarks would promote  
consistency and comparability across different building types and conditions. By merging traditional visual inspection with  
emerging digital technologies, future frameworks could significantly improve the accuracy, efficiency, and reliability of building  
defect assessments, ultimately supporting proactive maintenance and sustainable building management practices.  
IV. Conclusion  
Maintenance activities are important to building management. Building maintenance management needs to be planned before the  
building is built and monitored during construction to ensure contractors comply with the specifications. Since, the level of  
effectiveness of some elements in the building service system will deteriorate and needs continuos maintenance. This paper  
described the importance of maintenance planning to building structures based on inspection methods. Guide framework for  
visual inspection are required so the inspection process is faster, less subjective and more suitable for less experienced inspector.  
Therefore, based on studies of previous works, a guide framework is the key to achieve uniform inspections. In addition, specific  
strategies are required to ensure the documents provided can be interpreted consistently by various inspectors.  
Bibliography  
1. Olanrewaju, M. F. Khamidi, and A. Idrus, “Quantitative analysis of defects in Malaysian university buildings: Providers’  
perspective,” J. Retail Leis. Prop., vol. 9, no. 2, pp. 137149, 2010.  
2. Z.-A. Ismail and N. Kasim, “Improving maintenance management practices on conventional method at Malaysian  
polytechnic,” 2012.  
3. M. Rum, N. Azizah, and Z. A. Akasah, “Pendekatan kos kitaran hayat (LCC) ke arah pembangunan lestari di Malaysia,”  
2011.  
4. M. Holmgren, “Maintenance-related losses at the Swedish Rail,” J. Qual. Maint. Eng., vol. 11, no. 1, pp. 518, 2005.  
5. C. Y. Yong and M. Z. Sulieman, “Assessment of Building Maintenance Management Practice and Occupant Satisfaction  
of School Buildings in Perak, Malaysia,” 2015.  
6. M. A. A. Rahman$^1$, Z. A. Akasah, and S. N. F. Zuraidi, “Analisis Tren Semasa Demografi Personel Penyenggaraan  
Bangunan Warisan di Malaysia,” J. Surv. Constr. Prop., vol. 2, no. 2, 2012.  
7. A. Shah Ali, “Cost decision making in building maintenance practice in Malaysia,” J. Facil. Manag., vol. 7, no. 4, pp.  
298306, 2009.  
8. Z. A. Akasah, S. H. Shamsuddin, I. Abd Rahman, and M. Alias, “School Building Maintenance Strategy: a new  
management approach,” 2009.  
9. K. Jones and M. Sharp, “A new performance-based process model for built asset maintenance,” Facilities, vol. 25, no.  
13/14, pp. 525535, 2007.  
10. T. Labeodan, W. Zeiler, G. Boxem, and Y. Zhao, “Occupancy measurement in commercial office buildings for demand-  
driven control applications—A survey and detection system evaluation,” Energy Build., vol. 93, pp. 303314, 2015.  
11. O. A. Lateef, “Case for alternative approach to building maintenance management of public universities,” J. Build.  
Apprais., vol. 5, no. 3, pp. 201212, 2010.  
12. N. De Silva, M. Ranasinghe, and C. R. De Silva, “Risk factors affecting building maintenance under tropical  
Page 1050  
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conditions,” J. Financ. Manag. Prop. Constr., vol. 17, no. 3, pp. 235252, 2012.  
13. M. N. Grussing, D. R. Uzarski, and L. R. Marrano, “Condition and reliability prediction models using the Weibull  
probability distribution,” in Applications of Advanced Technology in Transportation, 2006, pp. 1924.  
14. S. Mathew, “An inspection maintenance strategy using the inspection factor,” Int. J. Qual. Reliab. Manag., vol. 25, no. 5,  
pp. 532540, 2008.  
15. S. Das and M. Y. L. Chew, “Generic method of grading building defects using FMECA to improve maintainability  
decisions,” J. Perform. Constr. Facil., vol. 25, no. 6, pp. 522533, 2011.  
16. S. M. H. M. Hashim and N. I. A. Ghani, “Pendekatan Pembangunan Garis Panduan Yang Seragam Dalam  
Penyenggaraan Bangunan”.  
17. M. H. M. Hashim, A. S. Ali, F. W. Akashah, and N. I. A. Ghani, “Identify Visual Component Inspection for Design  
Non-Destructive Pitch Roof Checklist,” 2022.  
18. N. I. A. Ghani, M. H. M. Hashim, and W. S. Zamani, “Literature Review on Problem of Defect Assessment Inspection  
for Building Maintenance Management Planning,” Architecture, vol. 11, no. 5, pp. 22792284, 2023.  
19. M. H. Mohamad Haszirul Mohd Hashim, “Pembangunan Komponen Penilaian Pemeriksaan Kecacatan Bumbung Curam  
Untuk Bangunan Sekolah Di Malaysia,” Universiti Malaya, 2021.  
20. S. Yacob, A. S. Ali, and A.-Y. C. Peng, “Building Condition Assessment: Lesson Learnt from Pilot Projects,” in  
MATEC Web of Conferences, 2016, p. 72.  
21. J. Kempton, A. Alani, and K. Chapman, “Potential effects of the confirmation bias in house condition surveys,” Struct.  
Surv., vol. 20, no. 1, pp. 612, 2002.  
22. A.-I. Che-Ani, A. Ramly, M.-F. Mohd-Zain, N. Mohd-Tawil, and A.-E. Hashim, “Assessing the condition of traditional  
Khmer timber houses in Cambodia: A priority ranking approach,” J. Build. Apprais., vol. 4, no. 2, pp. 87102, 2008.  
23. Che-Ani, A. Zaharim, M. F. M. Zain, N. Mohd-Tawil, and M. Surat, “Timber defects in building: a study of Telapak  
Naning, Malacca, Malaysia,” WSEAS Trans. Environ. Dev., vol. 5, no. 1, pp. 109118, 2009.  
24. N. Garcez, N. Lopes, J. d de Brito, and G. Sá, “Pathology, diagnosis and repair of pitched roofs with ceramic tiles:  
Statistical characterisation and lessons learned from inspections,” Constr. Build. Mater., vol. 36, pp. 807819, 2012.  
25. J. Streeter, “BS on building maintenance,” Facilities, vol. 2, no. 12, pp. 45, 1984.  
26. K. Mjörnell, J. Arfvidsson, and E. Sikander, “A method for including moisture safety in the building process,” Indoor  
Built Environ., vol. 21, no. 4, pp. 583594, 2012.  
27. J. de Oliveira Pedro, J. de Paiva, and A. José Dâmaso Santos Matos Vilhena, “Portuguese method for building condition  
assessment,” Struct. Surv., vol. 26, no. 4, pp. 322335, 2008.  
28. P. Bastidas, “Maintenance Manual for School Buildings in the Caribbean.,” 1998.  
29. R. Oberle and W. G. James, “Developing O&M plans for homeowners associations: Case study,” J. Archit. Eng., vol.  
14, no. 3, pp. 7684, 2008.  
30. C. G. Drury and J. Watson, “Good practices in visual inspection,” Hum. factors Aviat. maintenance-phase nine, Prog.  
report, FAA/Human Factors Aviat. Maintenance.@ URL http//hfskyway. faa. gov, 2002.  
31. T. J. Pitt, “Data requirements for the prioritization of predictive building maintenance,” Facilities, vol. 15, no. 3/4, pp.  
97104, 1997.  
32. R. N. Wahida, G. Milton, N. Hamadan, N. M. I. B. N. Lah, and A. H. Mohammed, “Building Condition Assessment  
Imperative and Process,” Procedia-Social Behav. Sci., vol. 65, pp. 775780, 2012.  
33. W.-K. Chong and S.-P. Low, “Latent building defects: causes and design strategies to prevent them,” J. Perform. Constr.  
Facil., vol. 20, no. 3, pp. 213221, 2006.  
34. A. M. Alani, A. K. Petersen, and K. G. Chapman, “Applications of a developed quantitative model in building repair and  
maintenance--case study,” Facilities, vol. 19, no. 5/6, pp. 215222, 2001.  
35. P. Shaver, J. Schwartz, D. Kirson, and C. O’connor, “Emotion knowledge: further exploration of a prototype approach.,”  
J. Pers. Soc. Psychol., vol. 52, no. 6, p. 1061, 1987.  
36. O. Bayazit, “Use of AHP in decision-making for flexible manufacturing systems,” J. Manuf. Technol. Manag., vol. 16,  
no. 7, pp. 808819, 2005.  
37. E. Finch, K. Jones, and M. Sharp, “A new performance-based process model for built asset maintenance,” Facilities, vol.  
25, no. 13/14, pp. 525535, 2007.  
38. M. Hoxley, “Condition inspections of residential property: a procedural framework,” Struct. Surv., vol. 20, no. 1, pp.  
3135, 2002.  
39. N. Ahzahar, N. A. Karim, S. H. Hassan, and J. Eman, “A study of contribution factors to building failures and defects in  
construction industry,” Procedia Eng., vol. 20, pp. 249255, 2011.  
40. K. S. Kamal, A. G. Ahmad, and L. Ab Wahab, “Kecacatan Bangunan dan Kepentingan Pemuliharaan Warisan di  
Bandaraya Ipoh,” in Proceedings: National Conference On Malaysia Cityscape, 2007, pp. 2829.  
41. H. Y. H. Lee and D. Scott, “Identification of main aspects in the management of building maintenance operation  
processes,” Surv. Times’, Hong Kong Inst. Surv., vol. 17, no. 6, pp. 3741, 2008.  
42. H. Al-Zubaidi, “Assessing the demand for building maintenance in a major hospital complex,” Prop. Manag., vol. 15,  
no. 3, pp. 173183, 1997.  
43. Che-Ani, Ramly, and S. Jamil, Zain, “Role And Methods Of Building Defects Inspection,” 2008.  
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44. H. Abdul-Rahman, C. Wang, L. C. Wood, and Y. M. Khoo, “Defects in affordable housing projects in Klang Valley,  
Malaysia,” J. Perform. Constr. Facil., vol. 28, no. 2, pp. 272285, 2012.  
45. B. D. Ilozor, M. I. Okoroh, C. E. Egbu, and others, “Understanding residential house defects in Australia from the State  
of Victoria,” Build. Environ., vol. 39, no. 3, pp. 327337, 2004.  
46. T. Hegazy, S. Singh Ahluwalia, and M. Attalla, “Two condition indicators for building components based on reactive-  
maintenance data,” J. Facil. Manag., vol. 8, no. 1, pp. 6474, 2010.  
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