cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.14455/isec.res.2019.51
title: CONSTRUCTION METHODOLOGY FOR STRAIN GAGE INSTALLATION IN AIRPORT PAVEMENTS

description: Installing strain gages in a pavement can give useful information on pavement distress before visible marks appear on the pavement surface. The installation of sensors at existing and busy airports comes at a price, with a very short construction window, because of the need for least disruption to air traffic owing to the expensive concessions paid by airlines almost a year in advance. As such, a proposed project on a runway at Kahului airport, Maui, Hawaii could only be granted three six-hour nights, from 11 pm to 5 am, while Honolulu airport executed a project on a taxiway that has a 7-day window, on which this article will focus. Among the many constraints  both for construction and airport safety  is the requirement that concrete attain 5000-psi strength before the taxiway is reopened to air traffic. This means that the major work of concreting on the taxiway must be completed before the end of the 4th day of the construction window. Thus, scheduling must be done in 15-minute slots. In addition, precision is key, and high productivity is required. This article describes the construction method behind this unique project.
DOI: 10.14455/isec.res.2019.52
title: COST OPTIMIZATION OF MULTIPLE RESOURCES ALLOCATION FOR MULTI-PROJECTS

description: As the construction industry grows year by year, optimization of resources is becoming essential to reduce their required number, their costs and as a consequence the total cost of the project. Project managers have to face problems regarding management of cost, time, and available resources for single projects. What is more challenging is to optimize the available resources for multiple projects, which would result in appreciable savings. Most of the companies in the construction industry
description: commonly
description: optimize the resources for single project. However, with the presence of several mega projects in many developing countries running at the same time, there is a need for a model to enhance the efficiency of available resources among multiple simultaneous projects. This paper discusses a numerical model of cost optimization and allocation of up to nine resources for up to three projects for a given company, taking into consideration the transportation of resources from one project to another and the cost of unused resources. The model was developed using a genetic algorithm, and it is used on the identified critical resources. It calculates the cost of each resource, minimizes the cost of extra resources, cost of unused resources, and generates the schedule of each project within a selected overall program.
DOI: 10.14455/isec.res.2019.53
title: CRITICAL FACTORS INFLUENCING BUILDING GRADUATES' EMPLOYABILITY IN A DEVELOPING ECONOMY

description: Schools of higher learning are endowed with the prerogative of churning out employable graduates to the workplace. This can only be achieved by measuring the need-thermometer in skills and capacities required in the industry in comparison with the education provided by the higher institutions. The study was aimed at evaluating the critical factors that influence building graduates' employability in a developing economy. Using an employer-academia perspective, a cross-section survey system through a questionnaire instrument provided information on graduate employability in the built environment industry. Top management officials in construction industry and academia in the built environment in schools of higher learning in Lagos and Ogun State provided the data for the study. Statistical tools such as stacked bars and Linear Regression was used in presenting the data. The study revealed major skills (communication, teamwork, professional expertise/problem-solving, self-management, planning and organizing, ICT, life-long learning, and initiative/enterprise) required by employers in the construction industry. The study showed that teaching strategies and curriculum content can influence building graduates' employability. In conclusion, the study developed a framework for increasing building graduates' employability to align with the skills needed by employers in the built environment in a developing economy. It is recommended that schools of higher learning need to continually measure the needs of the industry and incorporate findings into a robust construction curriculum. Work-learning settings should be encouraged for construction students.
DOI: 10.5281/zenodo.2603595
title: Binary black-hole simulation SXS:BBH:1696

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603596
title: Binary black-hole simulation SXS:BBH:1696

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603621
title: Binary black-hole simulation SXS:BBH:1694

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603622
title: Binary black-hole simulation SXS:BBH:1694

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603693
title: Binary black-hole simulation SXS:BBH:1695

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603694
title: Binary black-hole simulation SXS:BBH:1695

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2604179
title: Binary black-hole simulation SXS:BBH:1697

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2604180
title: Binary black-hole simulation SXS:BBH:1697

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.14455/isec.res.2019.54
title: CURRENT PRACTICES OF EXPERIENTIAL LEARNING IN CONSTRUCTION AND TECHNOLOGY PROGRAMS

description: Construction education is dynamic and practice oriented. As such, effective construction programs require significant collaboration with the construction industry. This collaboration, in the form of internship or cooperative programs, increase the student readiness for the job market by providing valuable field experience. Construction programs in the United States (US) established several internship requirements that range from being optional to multiple required internships. This study focuses on scanning the current internship requirements set by construction and engineering technology programs in the US by gathering information including
description: 1) Number and length of required internships, 2) Internship prerequisites, 3) Internship deliverables, 4) assessment method. The outcome of this study is expected to help construction programs improve their internship or cooperative requirements by considering the prevailing practices developed by other schools. Additionally, the study provides recommendations to enhance the effectiveness of internship for positive experiential learning
DOI: 10.14455/isec.res.2019.55
title: DATA AND PROCESS MODEL FOR ADVANCED INTEGRATION OF MEP INTO BIM PROJECTS

description: The coordination of mechanical, electrical, plumbing (MEP) and architecture is a most important task in BIM projects. Open data exchange based on BIM formats such as the Industry Foundation Classes (IFC) is an important basis for advanced collaboration in complex project environments. It facilitates performance-based design concepts as multidisciplinary teams can more easily combine task-specific design and simulation tools. An analysis of the IFC4 standard pointed out, that MEP components are not sufficiently specified yet in order to provide such functionality. Moreover, MEP specific guidelines and process models describing the various interactions between architectural and MEP design in a BIM project are still lacking. This paper thus presents a comprehensive MEP data model that complements the current state of IFC. In addition, an associated BIM process model using Business Process Model and Notation (BPMN) that outlines the application of the data model in different design stages of a project is introduced. For this purpose, we take an air-handling unit as example and apply the developed model to an air-handling unit of a campus building at Graz University of Technology. The presented results support architects, MEP engineers, and BIM managers in the project-specific implementation of air-handling unit models and the set-up of a suitable process for the integration into the project
DOI: 10.14455/isec.res.2019.56
title: DESIGN OF BOLTED CONNECTIONS SUBJECT TO TORSION AND SHEAR IN THE ULTIMATE LIMIT STRESS STATE

description: Steel connections transferring axial and shear forces in addition to bending moment and/or torsional moment are widely used in steel structures. Thus, design of such eccentric connections has become the focal point of any researches. Nonetheless, behavior of eccentric connections subjected to shear forces and torsion in the ultimate limit state is still ambiguous. Most design codes of practice still conservatively use the common elastic analysis for design of the said connections even in the ultimate limit states. Yet, there are some exceptions such as the design method proposed by CAN/CSA-S16-14 which gives tabulated design aid for the ultimate limit state design of these connections based on an empirical equation that is derived for พ inch diameter A325 bearing type bolts and A36 steel plates. It was argued that results can also be used with a margin of error for other grade bolts of different sizes and steel of other grades. As such, in this paper, the performance of bolted connection subject to shear and torsion is experimentally investigated. The behavior, failure modes and factors affecting both are scrutinized. Twelve connections subject to shear and torsion with different bolts configurations and diameters are experimentally tested to failure. The accuracy of the currently available design equations proposed is compared to the outcomes of these tests
DOI: 10.14455/isec.res.2019.57
title: DESIGN OF CERTIFIED GREEN BUILDINGS USING BUILDING INFORMATION MODELING

description: Design of green buildings involves specific processes compared to conventional construction projects that require participation of several disciplines. Having particular activities, functions, and physical aspects, green buildings impose their own difficulties during design. Building Information Modelling systems (BIM) use different software for virtual simulation of characteristics of projects, which promotes early detection of potential problems even before production of the intended design details. Implementing BIM technology in design stage, not only helps to minimize design problems, but also to shorten the stage itself. With this effect of BIM combined with sustainable practices and energy efficient technologies, design stage alone can be considered as a sustainable application of construction activities. Therefore, principles and requirements of green building certification systems can easily be performed for projects with capabilities of BIM technologies and tools. In this study, redesign of Yildiz Technical University, Faculty of Civil Engineering Building based on LEED certification system using BIM tools is presented. The project is prepared as part of a capstone project by senior civil engineering students. Design stages are planned to promote sustainability and qualify the requirements of LEED v3 BD+C (Schools). The main objective is to introduce the students to two major trends in construction industry (green buildings and BIM applications) and to create awareness of sustainable construction, green building certification systems and emerging technologies.
DOI: 10.14455/isec.res.2019.58
title: DEVELOPING A METHODOLOGY FOR USING THE CONTINUOUS STRENGTH METHOD FOR BUILT-UP I-SECTION

description: Built-up steel sections are widely used in the construction industry due to their wide range of compression resistance. The main objective of the study is to introduce an efficient and economic design methodology for built-up I-sections by using the Continuous Strength Method (CSM) equations. These I-sections are made from two Csections with bolts spaced at a specific interval. This methodology includes the calculation of individual capacity of C-sections using the CSM base curve and conversion that to bolted I-sections by using I-section properties. The predicted capacities show that the modified application of CSM equations can predict compressive resistance with high accuracy for built-up I-sections. Though the effect of bolt spacing is not considered in this study, the proposed methodology paves the path for deriving CSM equations for built-up sections.
DOI: 10.14455/isec.res.2019.59
title: DEVELOPMENT OF A DECISION MAKING TOOL FOR PAVEMENT MAINTENANCE MANAGEMENT UNDER SUSTAINABILITY CRITERIA

description: This paper focuses on solving the problem of budget allocation for the pavement maintenance management of an urban road network. To do this, a decision-making tool is developed. The tool is based on a quantitative valuation of six sustainable criteria to obtain a priority ranking. The relative weights are calibrated with the aim of obtaining a higher benefit-cost ratio to a horizon of 4 years. The tool is applied to a sample of Valencia's urban road network. The work concludes that decision-making based on sustainable criteria increases the ratio benefit-cost in 53%, compared with the plan based only on the condition of the pavement, which is typical in management agencies lacking an assessment tool. The application of the tool to an urban road network that differs in conditions with the sample analyzed must be preceded by a calibration similar to the one raised, in order to define the optimal scenario in relative weights.
DOI: 10.14455/isec.res.2019.60
title: DEVELOPMENT OF PAVEMENT PERFORMANCE MODEL FOR PROPER REHABILITATION AND MAINTENANCE USING FIRST ORDER MARKOV CHAIN

description: The development of pavement performance model is an important step in prediction the future condition of pavement section and accordingly identifying the right road rehabilitation and maintenance in the right time for the right section. The first order Markov chain probabilistic model is used to predict the degradation of flexible pavement in Palestine. A pilot study is conducted on part of the road network in Nablus City. Visual road condition assessment is performed, and the Pavement Condition Index (PCI) is used in rating pavement sections by dividing the roads each 100 m length. The prediction of the pavement condition rating for each section in the first five to ten years of section age will enhance the applying of preventive maintenance strategy and consequently urges the Local Governmental Units to use the limited allocated budgets specified for pavement maintenance in a cost-effective manner by applying maintenance actions such as crack sealing, surface patching, micro-surfacing, milling and overlay, etc.
DOI: 10.14455/isec.res.2019.61
title: DISPUTED RISKS IN CONSTRUCTION

description: The construction industry is perceived as one of the most crucial fields in risk management studies due to its inherent risks and complexity. Despite the large amount of research presented in this area, experts still prefer relying on their own knowledge and experience to manage project risks. This approach leads to various disputes among construction stakeholders over the ownership of these risks and their mitigation. Such disputes normally affect the project's goals in terms of budget and schedule. Many researchers have addressed risk factors in the construction field
description: however, none has tackled the disputed risks among construction parties. This research aims at identifying the different disputed risk factors among project stakeholders along with their respective mitigation strategy. It is based on an empirical questionnaire sent to construction practitioners with various expertise. An analysis of the results is conducted using descriptive statistics and one-on-one interviews. This research provides experts with a list of the most disputed risks in construction, along with their mitigation approach. In the end, construction parties will be able to meet the project's goals and steer clear of any delay or cost overrun resulting from the occurrence of disputed risks.
DOI: 10.5281/zenodo.2601994
title: Binary black-hole simulation SXS:BBH:1689

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603025
title: Binary black-hole simulation SXS:BBH:1690

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603026
title: Binary black-hole simulation SXS:BBH:1690

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603376
title: Binary black-hole simulation SXS:BBH:1691

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603377
title: Binary black-hole simulation SXS:BBH:1691

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603805
title: Binary black-hole simulation SXS:BBH:1692

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603806
title: Binary black-hole simulation SXS:BBH:1692

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603890
title: Binary black-hole simulation SXS:BBH:1693

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603891
title: Binary black-hole simulation SXS:BBH:1693

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2621469
title: Binary black-hole simulation SXS:BBH:0116

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2621472
title: Binary black-hole simulation SXS:BBH:0117

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.14455/isec.res.2019.62
title: ECOLOGY IN MULTI-STORY RESIDENTIAL BUILDINGS  INTERDEPENDENCY BETWEEN ECOLOGY AND COSTS OF BUILDING MATERIALS

description: More than 95% of multi-story residential buildings in Austria are currently predominantly constructed with conventional mineral construction materials. This fact combined with the increasing demands for a healthy residential living atmosphere demonstrates the great potential for using ecological materials. Life cycle assessments provide information on the ecological performance of buildings, but the corresponding economical aspects are not considered. Nevertheless, the economic aspects of a certain draft are important to clients and designers. Therefore, simplified assessment-tools are needed that take into account the ecological impact as well as the building costs. This paper presents the results of an investigation supplemented by a case study of a multistory residential building, which was finished 2016 in Austria, illustrating the differences between the state-of-the-art material selection and ecologically optimized alternatives. The ecological impacts and the costs for the selected building-system were determined based on the case study. Subsequently, ecological optimization potentials were identified according to the environmental indicator OI3. Finally, the effects on component and construction costs were evaluated. The steps of this simplified process reveal the interdependency between ecological aspects and the costs of materials. This procedure represents a decision-making tool that can be used by clients as well as designers. The results of this research emphasize the large environmental impact improvements with little expenses when implementing sustainability in multi-story residential buildings as a crucial part of a green design.
DOI: 10.14455/isec.res.2019.63
title: EFFECT OF INCORPORATING NANO ZEOLITE ON THE STRENGTH OF NATURAL POZZOLAN-BASED GEOPOLYMER CONCRETE

description: Natural pozzolan is a green and sustainable material, which has a strong potential for utilization in the geopolymer concrete. At room temperature, the development of strength in natural pozzolan based geopolymer concrete is fair, however, it is desirable, to have higher strength and to enhance the early age strength development. The effect of nano zeolite (NZ) as an additive to the mix by incorporating it at 3% and 5% by weight of natural pozzolan on the strength development and microstructural properties of natural pozzolan based geopolymer concrete mixes are presented. Scanning electron microscopy (SEM) was utilized to determine the morphology of the paste. The results indicated that 5% nanozeolite replacement resulted in superior strength and denser microstructure compared to other mixes. The addition of nanozeolite improved dissolution of source material in the alkaline activators and enhanced transformation of it to form polymeric compounds.
DOI: 10.14455/isec.res.2019.64
title: EFFECT OF SITE AMPLIFICATION ON SEISMIC SAFETY EVALUATION OF FLYOVER PIER

description: Bangladesh is a developing country in which a lot of multi-span simply/continuous supported flyovers are being constructed in its major cities. Being situated in a seismically active region, seismic safety evaluation of flyovers is essential for seismic risk reduction. Effects of site amplification on seismic safety evaluation of flyover piers are the main concern of this study. In this regard, failure mode, lateral strength and displacement ductility of piers of a typical multi-span simply supported flyover have been evaluated by Japan Road Association (JRA) recommended guidelines, with and without considering site amplification. Ultimate flexural strengths of piers have been computed using the pushover analysis results. Shear capacity of piers have been calculated using the guidelines of JRA. Lateral strengths have been determined depending on the failure modes of the piers. Displacement ductility of piers has been computed using yield and ultimate displacements of the piers obtained from the pushover analysis results. Selected earthquake time history is used in seismic safety evaluation of the flyover piers. Finally, the ductility design method is used to conduct the seismic safety evaluation of the piers with and without considering site amplification. From the numerical results, it has been revealed that the effects of site amplification on seismic safety evaluation of bridge structures should be carefully taken into account.
DOI: 10.14455/isec.res.2019.65
title: EFFECT OF TRANSIENT THERMAL GRADIENT ON STRESSES IN COMPOSITE BRIDGES

description: Composite steel-concrete bridges experience higher thermally induced stresses than their concrete and steel cousins. These thermal stresses which can result from support restraints, debris accumulating in expansion joints, or from non-uniform thermal gradients, can lead to significant damage in the concrete deck. Conventional heat transfer theory in solids, in three-dimensional finite element formulation, is used to perform a sequentially coupled thermal-stress analysis in a selected single-span case study bridge. Actual environmental boundary conditions for a selected geographical region are used to develop the thermal profile. The vertical thermal gradient is shown to be largely non-linear as opposed to existing models, such as AASHTO. The thermally induced tensile stresses in the concrete are shown to be significant compared to service load stresses and constitute 60% of the tensile strength of the concrete deck.