cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.14455/isec.res.2017.8
title: ROBUST IFC FILES TO IMPROVE INFORMATION EXCHANGE: AN APPLICATION FOR THERMAL ENERGY SIMULATION

description: Despite many efforts from software vendors, AEC community and researchers, interoperability is still one of the main issues regarding reliable and robust transfer of information among different applications. In most cases IFC files fail to provide proper interoperability between geometric building models (architects) and thermal simulation software (engineers). This causes time consuming interactions and manual corrections prompt to errors. This paper evaluated two approaches for an efficient and robust transfer of IFC models considering space boundary characteristics to conduct thermal energy simulation (TES). The first approach was a multi-platform process in which IFC files could be used by different TES tools. The second consisted of a single-platform process in which a single CAD software with built-in energy simulation capabilities was used. The two processes were tested with a simple residential building. Results indicated that the first process still required manual corrections and its performance was influenced by the TES tool used. The second approach addressed the interoperability problems, but caused
DOI: 10.14457/kmutt.res.1998.22
title: ปัจจัยที่สัมพันธ์ต่อความเชื่อมั่นในระบบโทรศัพท์ เอส.พี.ซี. โครงข่ายระดับจังหวัด : กรณีศึกษา จังหวัดนครพนม /
DOI: 10.14457/mju.res.2008.161
title: โครงการ การศึกษาลักษณะทางกายวิภาคศาสตร์เปรียบเทียบเพื่อช่วยในการบ่งชี้ชนิดปลาปักเป้าทะเลที่แพร่กระจายในน่านน้ำไทย
DOI: 10.14457/mu.the.2014.115
title: ปัจจัยทำนายคุณภาพชีวิตผู้ป่วยไตวายเรื้อรังที่ได้รับการล้างไตทางช่องท้องด้วยตนเองแบบต่อเนื่อง
DOI: 10.14457/swu.res.2006.23
title: การศึกษาความหลากหลายทางชีวภาพในบริเวณทะเลสาบระนอง /
DOI: 10.14455/isec.res.2017.101
title: Multi-Functional Cementitious Composites with Sensing and Healing Capabilities

description: For smart concretes to be developed, it must be gathering high mechanical and durability properties, in addition to satisfying special characteristics such as self-monitoring of damage. This study outlines attempts to develop advanced Engineered Cementitious Composites (ECC) with combined self-sensing and self-healing capabilities. The aim is to maintain or improve the high mechanical and ductility properties of ECC, while enhancing the self-monitoring and self-healing capabilities. To assure the self-sensing functionality, carbon-based materials with different volumes were incorporated in ECC formulations. The self-healing rates of control and piezoresistive ECC
DOI: 10.14455/isec.res.2017.102
title: Study on detection method of defects in cover concrete using electrical resistivity measurements

description: This study reports on a fundamental study on the investigation of electrical resistivity measurements for detecting internal defects or damages, which aims at developing Electrical Resistance Tomography (hereafter called ERT) techniques based on electrical resistivity distribution measured via Wenner method. In particular, this study examined the changes of resistivity upon the presence of damages in the bottom of concrete specimens which mirror internal cracking not visually observed on the concrete surface in typical reinforced concrete structure. For the experimental investigation, ten electrodes comprising stainless steel and electric conductive epoxy were partially embedded on the surface of prism concrete specimen. Then, electrical resistivity was measured via Wenner method using four electrodes selected among the ten electrodes placed 20 mm apart each other. In addition, analytical investigation simulating the influence of internal damages on current flow and measured voltage or potential was carried out by FEM analysis. As a result, electrical resistivity increased depending on the depth of slits with 1 mm width which was sawed at the bottom of the specimen. This could be attributed to the influence of the damages on the current flow and equipotential planes, thus suggesting that there is a good possibility that internal damages can be detected based on the changes and the distributions of the electrical resistivity.
DOI: 10.14455/isec.res.2017.41
title: CONSTRUCTION MANAGEMENT STUDENTS

description: Today's work-life dynamics have changed tremendously since the 1950s. Increased participation of women in the paid workforce has highly contributed to this prominent change; and since then, work-life balance (WLB) has become an important issue for both employees and organizations. Given that construction is one of the most demanding industries, investigating work-life experiences of employees has been a focal point of researchers. However, there is not much literature on how younger generations, also known as
DOI: 10.14455/isec.res.2017.43
title: The Performance of Construction Health and Safety Agents

description: Clients may appoint CHSAs in terms of fulfilling their requirements in terms of the South African Construction Regulations. Previous research findings and anecdotal evidence indicate that CHSAs are lacking in terms of performance. The objectives of the study were to determine the performance of CHSAs, and barriers to CHSAs
DOI: 10.14455/isec.res.2017.94
title: STUDY OF REPLACEMENT OF SAND BY EXPANDED POLYSTYRENE (PS) IN STRUCTURAL LIGHTWEIGHT CONCRETE

description: The search for more efficient concrete structures requires use of new materials in the developed of new concretes. With this objective, it was proposed in this study the substitution of Part of the medium sand of the lightweight structural concrete for expanded polystyrene (PS). It was replaced 5%, 10% and 20% of the sand to observe the changes in compressive strength, flowability, absorption, density and modulus of elasticity of these concretes. The results of the study show that there was an increase in the absorption and loss in the compressive strength and modulus of elasticity. Also, there was a significant increase in the flowability and reduction in the density of these concretes. Even with the replacement of part of the medium sand by expanded polystyrene, the concretes developed were classified as lightweight structural concretes, showing the applicability of this substitution in concrete designs.
DOI: 10.14455/nrct.res.2016.106
title: บริการสาธารณสุขที่จำเป็นสำหรับชาวไทยมุสลิม : ช่องว่างแห่งระบบบริการสาธารณสุขไทย (Needs for Thai Muslim: gaps in Thai health service system)
DOI: 10.14457/mju.the.2000.14
title: ขวัญกำลังใจในการปฏิบัติงานของพนักงานสหกรณ์การเกษตรในจังหวัดเชียงใหม่ /
DOI: 10.14457/psu.res.2008.8
title: การตรวจหาปริมาณแอมโมเนียมอิสระในน้ำยางธรรมชาติ ด้วยเทคนิควัดการนำไฟฟ้า /
DOI: 10.14455/isec.res.2017.134
title: EFFECT OF HEIGHT AND ORIENTATION OF INTERFERING BUILDINGS ON WIND LOADS ON TALL BUILDINGS

description: The research work presented in this paper investigates the effect of interference on wind loads on a tall building (instrumented building) having rectangular cross-sectional shape due to the presence of two interfering buildings close to the instrumented building. The effect of interference on the instrumented building is studied with the variation of height and relative orientation of the interfering buildings with respect to the instrumented building. Wind tunnel experiments are undertaken using five component force balance load cell and the results are reported in the form of X-Y plots. The effect of interference in both shielding as well as enhancing the wind load on the instrumented building, is seen to increase with the increase in the height of the interfering building. Negative drag force is also observed in few cases where shielded part of the instrumented building is large. Value of torsion on the instrumented building is observed to be as high as ten times of that in the isolated case.
DOI: 10.14455/isec.res.2017.37
title: LEADERSHIP AND COLLABORATION IN PROJECT MANAGEMENT EDUCATION: A CASE STUDY

description: This paper discusses about the importance of practice experience and multidisciplinary collaboration in project management success and the apparent lack of emphasis placed on this within the context of university education. It introduces a multidisciplinary approach currently being implemented in the College of Engineering in Qatar University between the departments of Architecture and Urban Planning and Industrial and Systems Engineering. The research items cover specific areas of collaboration and leadership in project management and the collected data was then analyzed to compare Architecture and Engineering students in their approach to the multidisciplinary project and in the proper application of managerial tools for planning scope, time, cost and risk managements through integration, technology and communication.The paper provides strategies of effective practices applied for embedding enterprise and employability in higher education, in respect to the specific project experiences that are mandatory for each project manager.The students
DOI: 10.14455/nrct.res.2015.152
title: การจัดการความรู้กระบวนการผลิตและการบริหารจัดการวิสาหกิจชุมชนต้นแบบเขตธนบุรีโดยชุมชนมีส่วนร่วม (The Knowledge management of Production Process and Management of Community Enterprise Model in Thonburi District)
DOI: 10.14457/cmu.res.2006.444
title: ผลของสารต้านอนุมูลอิสระในชาสมุนไพร ต่อการเกิด phagocytosis /
DOI: 10.14457/ku.res.2006.9
title: การใช้ประโยชน์ไหมอีรี่แบบครบวงจร /
DOI: 10.14457/mju.the.2000.13
title: การจำแนกความหลากหลายทางพันธุกรรมของข้าวโพดโดยลักษณะทางพืชไร่และลายพิมพ์ดีเอ็นเอ /
DOI: 10.14457/mju.the.2000.26
title: การศึกษาตลาดที่มีศักยภาพในการส่งออกข้าวของประเทศไทย /
DOI: 10.14457/psu.res.2007.4
title: การศึกษาตัวแปรที่มีผลต่อการหาปริมาณสบู่ ในน้ำยางธรรมชาติ โดยใช้เทคนิคการไทเทรตร่วมกับการวัดการนำไฟฟ้า /
DOI: 10.5284/1042733
title: ACCORD: Archaeology Community Co-production of Research Data

description: The ACCORD programme started in October 2013 and was an 18 month partnership between the Glasgow School of Art, Archaeology Scotland, University of Manchester and the RCAHMS (Royal Commission for Ancient and Historical Monuments of Scotland). ACCORD was one of eleven projects across the UK to be awarded funding from the Arts and Humanities Research Council's Digital Transformations Connected Communities programme. In the summer of 2014 the ACCORD team worked together with 10 community groups across Scotland. The project worked together with groups who had existing and ongoing relationships with heritage places in the process of creating three-dimensional (3D) research resources for their chosen place. The project's notion of "what is heritage?" was entirely community defined, and ranged from Rock-Art sites to Rock-climbing venues. This approach encouraged the participation of groups with diverse interests in, and conceptions of, heritage. Working together with visualisation technologists, researchers and practitioners in community engagement, community partners designed and produced their own records.
DOI: 10.14455/isec.res.2017.146
title: A rational method for computation of cable structures

description: Cable structures are widely used in construction of suspension bridges, cable-stayed bridges, suspension roofs, etc. due to its advantages of light weight, high strength which allow to build large span structures with nice view. To date still use classical theory of flexible cable which form the deflection shape of catenary or parabola when cable subjected to uniformly distributed load along cable length or over the span. The classical theory cable formulated from force balance equation of single cable, that is nonlinear; therefore, to determine displacement, deformation and tension forces of the cable we need to provide cable dip or horizontal tension force and use iteration calculation. This paper presents a new method for computation of flexible cable subjected to different loading pattern including concentrated force, distributed forces, pretension force, temperature variation. By application of the Gaussian Extreme Principle method, which developed by Prof. Drs. Ha Huy Cuong, to formulate and solve nonlinear equation system of cable structures, which ensured forces balancing as well as continuity of displacements and deformations of cable structures. This method allows for simultaneous determination of displacement, deformation and tension forces of cable structure without any other additional hypothesis, which is different from present cable theory. Numerical examples with simple, flexible cables subjected to different loadings have indicated the simplicity, accuracy and stability of the proposed method.
DOI: 10.14455/isec.res.2017.40
title: Use of the Alternative Technical Concepts in Transportation Projects

description: The use of Alternative Technical Concepts (ATC) is becoming widespread in design-build transportation projects in the United States. According to Federal Highway Administration (FHWA) ATC is a request by a proposer (usually in design-build projects) to modify a contract requirement for gaining competitive advantage over competition. The owner, usually a state department of transportation, requires that the ATC provides a better or at least equal solution to the owner
DOI: 10.14455/isec.res.2017.62
title: ANALYSIS OF EMPIRICAL COMPRESSION INDEX EQUATIONS USING THE WATER CONTENT

description: This paper proposes a new method to evaluate the reliability of published empirical formulas in terms of accuracy and applicability to different soil types. Different empirical models are proposed to properly approximate the compression index for a wide range of water contents and soil types. They were developed using a unique technique and a substantial number of published regression equations and compression data. Familiar empirical equations were examined for their reliability in predicting the compression index of clay for any water content. A comparison was made between available and newly-proposed empirical formulas using combined regression data sets compiled independently by several authors. The newly proposed empirical compression index equations are applicable to a wide range of clay soils, and in validating other published relationships. The degree of scatter and variations in the computed compression index values are minimized for any water content.
DOI: 10.14455/nrct.res.2017.7
title: การเพิ่มประสิทธิภาพพลังงานและคุณภาพผลิตภัณฑ์ในการอบข้าวแต๋น (Improvement of energy efficiency and product quality in drying of Khaotan rice cracker)
DOI: 10.14457/cmu.the.1998.103
title: ปัจจัยที่มีอิทธิพลต่อการคงอยู่ของพยาบาลวิชาชีพ ในโรงพยาบาลชุมชน /
DOI: 10.14457/kmutt.res.2010.126
title: การพัฒนาการเชื่อมโยงองค์ความรู้การผลิตส้มโอสู่เกษตรกรจังหวัดนครปฐม /
DOI: 10.14457/mju.the.2000.19
title: การเลี้ยงเนื้อเยื่อว่านหางช้าง /
DOI: 10.14457/mu.the.2014.93
title: มิติความรุนแรงในละครโทรทัศน์ประเภทซิทคอมเรื่องบ้านนี้มีรัก
DOI: 10.14458/rsu.res.2017.33
title: The Role of International Committee of the Red Cross (ICRC) in Three Southernmost Provinces of Thailand
DOI: 10.15128/r1xw42n790m
title: Probing interactions of thermal Sr Rydberg atoms using simultaneous optical and ion detection - Supporting Data

description: We demonstrate a method for probing interaction effects in a thermal beam of strontium atoms using simultaneous measurements of Rydberg EIT and spontaneously created ions or electrons. We present a Doppler-averaged optical Bloch equation model that reproduces the optical signals and allows us to connect the optical coherences and the populations. We use this to determine that the spontaneous ionization process in our system occurs due to collisions between Rydberg and ground state atoms in the EIT regime. We measure the cross section of this process to be 0.6 ± 0.2 σgeo, where σgeo is the geometrical cross section of the Rydberg atom. This results adds complementary insight to a range of recent studies of interacting thermal Rydberg ensembles.
DOI: 10.14457/mu.the.2014.107
title: ปัญหาการบังคับใช้พระราชบัญญัติคุ้มครองผู้ถูกกระทำด้วยความรุนแรงในครอบครัว พ.ศ. 2550 ของผู้ปฏิบัติงานในกลุ่มพนักงานสอบสวน
DOI: 10.14457/mu.the.2014.91
title: ความคงทนในการเรียนรู้เพื่อสร้างอุปนิสัยที่ดีงาม : กรณีศึกษาศิษย์เก่าโรงเรียนสัตยาไสที่จบการศึกษาระดับชั้นมัธยมศึกษาปีที่ 6
DOI: 10.14457/mu.the.2015.9
title: ปัจจัยที่มีความสัมพันธ์กับพฤติกรรมการดูแลตนเองของผู้ป่วยเบาหวานชนิดที่ 2 ในชุมชนเขตเมือง กรุงเทพมหานคร
DOI: 10.14457/psu.res.2006.6
title: ผลของกรดอินทรีย์ และฟอสเฟตต่อคุณภาพและการยืดอายุของหอยแมลงภู่ /
DOI: 10.14455/isec.res.2017.1
title: STABILITY EVALUATION OF STEEL BRACED FRAMES UNDER INELASTIC CYCLIC LOADING

description: This paper deals with the inelastic cyclic analysis and stability (strength and ductility) evaluation of steel braced frames. The inelastic cyclic performance of steel braced frames is examined through finite element analysis using the commercial computer program ANSYS. First some of the most important parameters considered in the practical design and ductility evaluation of steel braces are presented. Then the details of finite element modeling and numerical analysis are described. Later the accuracy of the analytical model employed in the analysis is substantiated by comparing the analytical results with the available test data in the literature. Finally the effects of some important structural and material parameters on cyclic elastoplastic behavior of steel braced frames are discussed and evaluated. It is concluded that the numerical method and finite-element modeling employed in the numerical analysis can predict with a reasonable degree of accuracy the experimentally observed cyclic behavior of steel-braced frames.
DOI: 10.14455/isec.res.2017.5
title: BIM Execution Process of Construction Companies for Building Projects

description: Building Information Modeling (BIM) has been an emerging concept in architecture, engineering and construction (AEC) industry with a vast amount of promising benefits to construction projects. Implementation of BIM, however, requires comprehensive research and strategic planning. Industry-wide and organizational implementation guidelines and standards have been published around the world either to encourage organizations to adopt BIM or to present the minimum requirements to be followed where BIM implementation is a statutory obligation. In contrast, governments or organizations in several countries such as Turkey have not mandated BIM implementation and provide no guidance. Organizations in these countries which plan to adopt BIM processes are forced to develop their own implementation plans. The purpose of this study is to provide guidance in BIM implementation for construction companies in countries where BIM implementation has not been mandated particularly during the construction phase of the building projects. 23 BIM standards and guidelines covering the BIM execution process have been reviewed. Topics that need to be addressed by BIM implementation plans have been identified and categorized under four headings. A case study of BIM implementation at a large construction company that focuses on conducting quantity takeoff and cost estimation is presented, and the unique challenges of BIM implementation in Turkish AEC industry are discussed.
DOI: 10.14455/nrct.res.2013.44
title: โครงการวิจัยและพัฒนาเทคโนโลยีการผลิตผักขะแยงในพื้นที่จังหวัดอุบลราชธานี (Research and Development on Balloon vine (Limophila aromatica) Production Technologies in the Ubonratchatani Province.)
DOI: 10.14455/nrct.res.2015.143
title: การพัฒนาห่วงโซ่อุปทานและโลจิสติกส์การส่งออกพืชอาหารของประเทศไทยไปสู่กลุ่มประเทศ AEC (Supply Chain and Logistics ofMajor Farm Products to AEC)
DOI: 10.14457/mu.the.2012.237
title: การพัฒนาวิธีการจำแนกสายพันธุ์ไรฝุ่นและชีวภัณฑ์สำหรับรักษาโรคภูมิแพ้ไรฝุ่น
DOI: 10.15169/sci-gaia:1496269199.3
title: Database of the e-Infrastructure Knowledge Base

description: This record contains the dump of the database of the e-Infrastructure Knowledge Base (http://www.sci-gaia.eu/knowledge-base/).
DOI: 10.14455/isec.res.2017.153
title: INFLUENCE OF TIE BEAMS ON THE SEISMIC PERFORMANCE OF TWO-COLUMNED HIGH PIERS

description: Two-columned high piers are widely used to continuous rigid frame bridges. The longitudinal flexural stiffness of high piers with height of over 40m is generally smaller, so tie beams are usually set between two columns to decrease the calculating height of piers to improve the stability behavior. In addition, under the seismic action, tie beams generally yield before columns, forming the plastic hinge and dissipating seismic energy, which decreases the damage of piers. To study the seismic performance of two-columned high piers with tie beams, nonlinear static and quasi-static analysis of a typical two-columned high piers with height 45m was conducted by two and three-dimensional finite element modeling techniques respectively. Factors of the longitudinal reinforcements and stirrups ratio of tie beams, the stiffness ratio of tie beams to columns and the number of tie beams on the seismic performance of high piers are all discussed. Analysis results show that the seismic performance two-columned high piers is effectively improved with increasing the number of tie beams and setting the stiffness ratio of tie beams to columns in a certain range, while there is little influence of the reinforcement ratio of tie beams. As a result, setting a reasonable number of tie beams is an effective way to improve the seismic performance of two-columned high piers.
DOI: 10.14455/isec.res.2017.165
title: Deformation and ultimate strength of R/C arch under asymmetric load

description: In this paper, the structural behavior of R/C arch was investigated by use of the finite element method considering combined geometric and material nonlinearities. Also, the experimental analyses were conducted based on the numerical results. The deep and shallow arches were adopted as the model. The arches were pin supported at both ends and were subjected to asymmetric concentrate distributed loads in radial or vertical direction. The cross section of arch was rectangular and the reinforcements were placed on both tensile and compressive zone with same reinforcing ratio. Then, the deformation and the load bearing characteristics were investigated from the load-deflection behavior and the crack propagation patterns. In experimental analysis, the arch specimen was made by use of the steel mould to avoid the geometric initial imperfection. Two kinds of arches with different rise-span ratios were examined to compare these structural characteristics. From both numerical and experimental analyses, the load bearing behavior and the ultimate strength of R/C arches were obtained and the good agreement between numerical and experimental results was represented.
DOI: 10.14455/isec.res.2017.167
title: Local corrosion environment around cross section of a plate girder bridge

description: Corrosion is one of important factor for securing the safety of steel bridges. In general cases, the corrosive environment of the steel bridge is evaluated as a site environment.
DOI: 10.14455/isec.res.2017.198
title: Stand-Alone Educational Center

description: The world is suffering from the worse refugee crises since World War II as Syria alone has 7.6 million. Out of which 85,000 people (December 2015) are living at Al Zaatari camp located in Jordan near to Jerusalem. A need to design and build a sustainable self-sufficient educational center for the school children was felt. A district wise study and site analysis was performed using geographical information and climate analysis computer tool, Climate Consultant 6.0 to figure out important factors like quantity of ground water, rainfall intensity, solar radiation and sun path at the site. Building plan was developed by integrating different sustainable active and passive strategies for energy generation. The model was simulated using annual whole building energy modeling software (Safeira ǽ