Search results

This research proposes a virtual reality (VR) platform for construction detailing that provides experiential learning in a zero-risk environment. It builds on integrating VR technology as a medium and building information modeling (BIM) as a repository of information and a learning tool.

This work discusses the proposed environment curricular unit prototype design, implementation and validation. The validation of the VR environment was conducted in three phases, namely, piloting, testing (system usability and immersion) and learning gain validation, each of which has its aim and outcomes and has been assessed both qualitatively and quantitatively.

After considering the feedback, the VR environment prototype is then validated on the level of learning outcomes, providing the evidence that it would enhance students' engagement, motivation and achievement accordingly. The results indicated 30% learning progress after experiencing the VR environment vs. 13.8% for paper-based studying.

In reference to building construction education, construction site visits provide students with real-life practical experience which are considered an extension for classroom. Nevertheless, it is challenging to integrate construction site visits regularly during the academic semester with respect to the class specific needs. The research at hand adopts integrating VR and BIM in AEC (Architecture, Engineering and Construction) education by proposing a system that can work as a mainstream complementary construction detailing learning method for architecture students. The proposed VR system facilitates a virtual construction site that meets the learning needs where students can explore and build in a real scale environment.

The selection of lime mortars for masonry structures can be an important component of a repair or new build project. This selection is considered difficult due to the number of variables to consider during the decision‐making process and the perceived inherent complexity of the materials. The purpose of this paper is to discuss the selection process for determining suitable natural hydraulic lime repair mortars for masonry.

The paper presents a conceptual and practical framework for the determination of suitable lime mortars for repair and construction of masonry structures, drawing and building on relevant, literature and existing best practice guidance on specification.

The use of various relatively newly produced data sets pertaining to durability can aid in the appropriate selection of lime mortars. These determinants must however, be correlated with traditional evaluation of exposure levels, building detailing and moisture handling performance. Building condition survey of the existing fabric is essential to enable refinement of the selection process of these mortars. The adjustment of the initially identified mortars highlighted in the best practice guide may potentially benefit from modification based on the aforementioned factors.

Whilst data exist to help the practitioner select hydraulic lime mortars they have never been correlated with the tacit and expressed protocols for survey and the evaluation of the performance of structures.

The factors contributing to maintenance cost include the life‐long environmental factors that the building is exposed to during its useful life as well as parameters relating to the design, construction and maintenance processes. The performance of risk associated with these factors decides the future maintenance requirements of buildings. Ignoring these risks factors generally result in high maintenance costs. The purpose of this paper is to identify the maintainability risk factors and their implications on maintenance costs.

A survey based methodology was used to establish the risks factors of building maintainability. A sample of high‐rise buildings was selected to evaluate these risk factors that were identified through an extensive literature review and survey of substantive experts. Further, these risks factors were applied to a real case study.

A total of ten risk factors of maintainability were identified in relation to high‐rise buildings. They were analyzed using a case study and the implications on maintenance cost were evaluated. The results show that there is a considerable reduction in maintenance cost when these risks are minimized.

The research was limited to the USA and its six biggest cities. The results presented are predominantly qualitative and the results rely on extensive evaluation.

The paper provides useful information to the designers and users on the maintenance problems related to buildings. Also it highlights critical risk conditions that should be considered to minimize maintenance costs.

This paper discusses some important findings from a research project on the maintainability of wet areas of high‐rise non‐residential, buildings. The implications of six key factors of maintainability namely water‐tightness, spatial, integrity, ventilation, material and plumbing on the occurrence of 14 most common defects found in wet areas were evaluated. Problem areas evaluated include water leakage from ceiling, staining/discolouration, paint defects, cracking/spalling of concrete, cracking/debonding of tiles, fungi/algae growth, pipe leakage and corrosion. An industry wide survey was conducted and the factors including workmanship, design detailing, maintenance and material incompatibility under tropical conditions are identified and discussed.

This paper aims to improve the seismic building design (SBD) work process for Malaysian Government projects.

Semi-structured interviews were virtually conducted to a small sample size of internal and external stakeholders from the Malaysian Government technical agency. There were seven of them, comprising Structural Engineers, an Architect, a Quantity Surveyor and consultants-linked government projects. The respondents have at least five years of experience in building design and construction.

The paper evaluates the current SBD work process in the government technical agency. There were four main elements that appear to need to be improved, specifically in the design stage: limitations in visualization, variation of works, data management and coordination.

This study was limited to Malaysian Government building projects and covered a small sample size. Therefore, further research is recommended to extend to other government agencies or ministries to obtain better results. Furthermore, the findings and proposal for improvements to the SBD work process can also be replicated for other similar disasters resilience projects.

The findings and proposal for improvements to the SBD work process can also be replicated for other similar disasters resilience projects.

This study was limited to government building projects and covered a small sample size. Therefore, further research is recommended to extend to other government agencies or ministries to obtain better results. Furthermore, the findings and proposal for improvements to the SBD work process can also be replicated for other similar disasters resilience projects.

This study provides an initial step to introduce the potential of building information modeling for SBD in implementing Malaysian Government projects. It will be beneficial both pre-and post-disaster and is a significant step toward a resilient infrastructure and community.

In order to ensure the health and safety of occupants, buildings must be inspected to check their compliance to current regulatory requirements prompted by occupancy changes, renovations and building code revisions. Recent inspections conducted by Public Works Canada have identified about 1700 occurrences of code violations in 19 buildings. There is an enormous amount of information that can be extracted from the study mentioned above to implement a knowledge‐based expert system to assist in future building inspections. The philosophy of this expert system is to integrate both knowledge‐based and hypertext representation techniques to enable building inspectors to quickly identify code violations, refer to the code text and provide case study information that can assist in resolving a problem. The present paper describes the development framework and details of a prototype implementation known as the Health and Safety Expert System (HASES). The HASES currently addresses the requirements of ‘Section 3.4: Requirements for Exits’ of the 1990 National Building Code of Canada. The software architecture consists of an external database of building details, an object hierarchy and a rule‐base representing the code requirements, hypertext user‐interface for code text and case study information. The ultimate objective is to make this system available for field inspections using notepad computers.

This paper examines the impact of a blockchain platform on the role and importance of trust in established buyer-supplier relationships.

A literature review provides insight into trust development in supply chains. Research uses a case study of two wine supply chains: the producers, importers, logistics companies and UK Government agencies. Semi-structured interviews determine how trust and trustworthiness develop in buyer-supplier relationships and the impact of a blockchain-based technology proof of concept on supply chain trust.

A blockchain-based platform introduces common trusted data, reducing data duplication and improving supply chain visibility. The platform supports trust building between parties but does not replace the requirements for organisations to establish a position of trust. Contrary to literature claims for blockchain trustless disintermediation, new intermediaries are introduced who need to be trusted.

The case study presents challenges specific to UK customs borders, and research needs to be repeated in different contexts to establish if findings are generalisable.

A blockchain-based platform can improve supply chain efficiency and trust development but does not remove the need for trust and trust-building processes. Blockchain platform providers need to build a position of trust with all participants.

Case study research shows how blockchain facilitates but does not remove trust, trustworthiness and trust relationships in established supply chains. The reduction in information asymmetry and improved supply chain visibility provided by blockchain does not change the importance of trust in established buyer-supplier relationships or the trust-based policy of the UK Government at the customs border.

Toronto's heritage program is reporting year over year growth in both the number of listed and designated properties and the amount of money secured for heritage projects. At the same time, it is widely recognized that heritage trade skills are in decline. The purpose of this research is to examine Toronto's heritage policy in its regulatory and economic context to understand why heritage trades are struggling while the heritage program and the market for heritage professional services flourish and to suggest solutions based on existing policy tools.

This research looks at the policy documents at the federal, provincial and municipal level that determine the minimum standard for heritage conservation in Toronto. It refers to secondary research on the economic context for these regulations to understand how they are applied and why they tend to produce certain outcomes. It introduces the regulatory context set by Canada's Standards and Guidelines for the Conservation of Historic Places and the Ontario Heritage Act. It goes on to analyse Toronto's local policy in more detail including density bonusing programs, the Toronto Official Plan and Heritage Conservation District planning standards.

Toronto's heritage policy creates asymmetrical opportunities for heritage professionals and heritage specializing tradespeople. While the work that heritage professionals do is required or strongly encouraged by policy and increases reliably with the amount of funding secured for heritage projects, heritage tradespeople do not enjoy similar advantages. Their work is not required in the same way as heritage professionals' or encouraged to the same degree, and money secured for heritage projects does not necessarily go towards work that would engage the building trades necessary to maintain heritage structures.

The value of job creation in heritage trades is a mainstay of heritage economic advocacy, and there is growing interest in the value of these trades skills as a resource for sustainable building practices. There is relatively little research considering how heritage policy and theory affect career opportunities for workers with these trades skills, and none that addresses those systemic pressures in the context of municipal heritage programs in Canada.

As the widely held perception is that retrofitting is a complicated process and is expensive, the purpose of this paper is to analyze cost effectiveness of retrofitting existing buildings in order to make them safer against earthquake and also to add child friendly features. This case study focuses on the simple method of retrofitting on rectangular single storey existing school buildings. The school buildings are of different types, based on material, shape and size, number of storeys and their vulnerability to earthquake is different case by case. The paper also outlines the process of vulnerability assessment and approach to retrofitting.

The paper is based on the data collected from a case study carried out in Aceh (Indonesia) as a part of an assessment of vulnerability of newly constructed school facilities and retrofitting them in order to increase their seismic performance.

One of the key findings of this study is that retrofitting can be achieved through the use of simple methods, tools and equipment and local human resource. This approach not only reduced the vulnerability of school children to earthquake disaster but also contributed to disseminate the message of culture of safety among the neighboring communities. Another major finding is that cost of retrofitting is less compared to the cost of demolition and rebuilding. The retrofitting option further saves the cost as it is time saving and the downtime is less. The retrofitting process and onsite training can also be an effective medium for dissemination of best construction practices in the community. The process also helps the local people to understand the context of risk and raise awareness on disaster risk reduction.

The findings of this paper are not limited to vulnerability assessment and retrofitting of school building in Aceh. They can be replicated in other parts of Indonesia and countries having similar type of buildings.

The findings of this paper will be useful for decision makers to replicate similar processes in other types of schools in other areas. The findings will also be useful advocate disaster safer and child friendly schools.

The paper is unique in its findings that retrofitting of school buildings does not only make the schools safer and reduces the risk to children but is also cost effective compared to new construction.

The purpose of this study is to develop a user-centric facility maintenance model through user satisfaction index linked intervention strategies for public housing.

User requirements are standardized by ISO 6241-1984(E), building performance attributes (BPAs) influencing those user requirements are identified. Selected BPAs are amplified as sub attributes characterizing BPAs. Grouping of BPAs are done to suit established hierarchy of government facility maintenance (FM) agencies. Post validation of BPAs/sub attributes for adequacy, they are ranked and weights assigned through expert survey. Questionnaire designed to garner user feedback based on BPAs and sub attributes to develop a user satisfaction index (USI) that can enable quantification of user feedback. A theoretical framework for interventions is designed which can be enmeshed in existing hierarchy of FM agencies.

84 per cent of expert survey group comprising architects/planners/engineers/facility managers/consultants agreed on adequacy of attributes and 78 per cent endorsed necessity for amplification of BPAs through sub attributes. USI shall facilitate comparison of pre- and post-implementation of interventions. A theoretical framework for FM agencies is developed for interventions.

The FM model presently is limited to application only in public housing. For wider application to other built facilities, choice of BPAs need to made accordingly. As the implementation of interventions and its comparison is likely to take at least a financial year, the theoretical framework can be validated subsequently as a future scope of research.

The biggest implication of this FM model is that the most important stakeholder, that is, end user/occupant gets to register feedback on building performance. This model establishes accountability of government FM agencies and also validates the methods and processes adopted for maintenance of built facilities.

A section of the feedback comprises issues not directly related building envelope but societal issues. This feedback in the long run can become a repertoire of data for administrative agencies to map changing aspirations of government employees with respect to authorization/entitlements.

Quantification of user satisfaction is an inevitable necessity in spite of being a qualitative aspect. This study makes a unique attempt to provide a framework to establish accountability of government FM agencies which is presently non-existent.