cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.14455/isec.res.2017.17
title: Heavylifting operations for the assembly of a 150 m long simply supported bridge deck

description: The new viaduct over the Cadiz Bay includes a removable deck to allow the navigation of large floating structures, higher than the 69 m clearance of the main cable-stayed span of the bridge. For this purpose, a 150 m long simply supported span was designed, which can be assembled and disassembled. The steel deck, weighing 4.000 metric tons, was completely manufactured onshore, the challenge being to move such a massive structure to its final position above the piers. It required for several heavylifting maneuvers, such us land transportation and load-out with two 6x28 axle lines of SPMT, sailing with a 100 m-long barge and positioning the deck in-between the piers with a tight gap, a lifting with eight strand jacks 850 T capacity each and a final transversal shifting. The aim of this paper being to describe all the activities and the heavylifting equipment employed for the assembly of such a massive deck.
DOI: 10.14455/isec.res.2017.27
title: BIM - Processes - Health & Safety

description: BIM describes a method to integrate and connect all relevant, building related data into a virtual data model over the whole lifecycle. The superior goal of all BIM-related research project at the Chair of Construction Management and Economics is therefore to advance the efforts of data model standardization and the corresponding flow of information between all participants involved in a building project. To identify all relevant data, the focus of each project is hence directed to the question who needs which information from whom, how, when and what for. The aim of the project
DOI: 10.14457/ku.res.2006.6
title: การใช้คอมพิวเตอร์ช่วยวิเคราะห์ทางวิศวกรรม ในการออกแบบแม่พิมพ์ฉีดขึ้นรูปผลิตภัณฑ์ยาง /
DOI: 10.14457/wu.res.2006.3
title: การวิเคราะห์เปรียบเทียบผลตอบแทนทางการเงินของการลงทุนระหว่างการปลูกยางพาราและปาล์มน้ำมันในจังหวัดสุราษฎร์ธานี
DOI: 10.5284/1043263
title: Surrey Historic Landscape Characterisation (HLC)

description: The Surrey Historic Landscape Characterisation project was undertaken by Surrey County Council, with funding from English Heritage.
DOI: 10.5523/bris.9lm4e9t18ffm26ri0cbe7yr4p
title: Sub-shot-noise transmission measurement enabled by active feed-forward of heralded single photons

description: Underlying data used in manuscript "Sub-shot-noise transmission measurement enabled by active feed-forward of heralded single photons"
DOI: 10.14455/isec.res.2017.138
title: Vulnerability Reduction of Steel Moment Resisting Frames by means of Reduced Beam Section

description: The idea and the developed example of this work is based on the attainment of seismic performance improvement by simply trimming the flanges of the beam ends. This strategy is to be applied by considering both the results of the theory of plastic mechanism control and the rules assuring the yielding of reduced beam sections (RBS) when seismic loads are applied to the structure. The results of such strategy is not always effective. In fact, there are several condition that are to be satisfied in order to obtain an actual seismic improvement. Notwithstanding, when these conditions are satisfied, the cost of intervention can be considered as negligible. For this reason this strategy can be very interesting and the rules applied in this work can clarify which is the effect of RBS taking into account all the parameters playing a role in the final design:, i.e. existing column sections, resistance and ductility of existing connections, vertical loads acting in seismic load combination, amount of the reduction of beam section and its distance from the connection.
DOI: 10.14455/isec.res.2017.140
title: EXPERIMENTAL STUDY ON THE STRUCTURAL BEHAVIOR OF FIRE PROTECTED DOUBLE CFT COLUMN SUBJECTED TO FIRE LOAD

description: New concrete filled double-tube (CFDT) sections consist of an inner and outer tube with fire protection mortar (FPM) filling the cavity between them and the inner tube also filled with concrete or not. An investigation into the fire performance of CFDT during the standard fire test is reported. Six full size FPM filled CFDT columns were designed for the fire tests. Detail failure modes of overall specimens and each component in the columns as well as temperature, deformation and fire endurance were presented. It showed that the fire resistance in the CFDT columns is significantly higher than that in concrete filled steel tubular (CFT) columns. Experimental investigation into the fire performance of the columns reveals possible solutions to improve the fire resistance of CFT members.
DOI: 10.14455/isec.res.2017.145
title: A method for static analysis of cable-stayed structures subjected to in-plane loads

description: Present cable theory which formulated from force balance equation of single cable under self-weight and forms a catenary shape of deflection, that is nonlinear; therefore to determine displacement, deformation and tension forces of the cable and cable-stayed structures we need to provide some additional assumptions of cables and use iteration calculation. This paper presents a new method for static analysis of cable-stayed structures subjected to in-plane loading. By combination of the Gaussian Extreme Principle method and virtual displacement principle, authors to formulate and solve nonlinear equation system of cable-stayed structures, which ensured forces balancing as well as continuity of displacements and deformations of structures. This method allows for simultaneous determination of displacement, deformation and internal forces of cable-stayed structures without any other additional hypothesis, which is different from present cable theory.
DOI: 10.14455/isec.res.2017.19
title: AUTOMATION OF A STEEL WALL FRAMING ASSEMBLY

description: Modular construction has become increasingly popular in North America in recent years. In this emerging paradigm of building construction, building components are manufactured off site and then transported to the construction site for assembly. In Canada, automated modular steel structure fabrication is in high demand. Offsite manufacturing of steel wall frames for residential and commercial buildings provides time savings and improvement of working conditions and morale that translates to improved productivity and safety performance. This paper demonstrates the feasibility of efficiently fabricating steel wall frames for offsite modular construction using automated assembly controlled by a Programmable Logic Controller (PLC) and connected in a cost-effective and efficient electrical installation and centralized communication by Fieldbus technology. In particular, this paper describes the control strategy used to automate a steel wall framing assembly that incorporates a PLC and Fieldbus technology.
DOI: 10.14455/nrct.res.2015.139
title: ฤทธิ์ต้านเชื้อก่อโรคปริทันต์ของเปราะ (Antiperiodontitis activity of Kaemferia)
DOI: 10.14455/nrct.res.2015.144
title: โครงการวิเคราะห์ตัวชี้วัดเพื่อการพัฒนาตลาดตราสารหนี้และประเมินศักยภาพตลาดตราสารหนี้ไทยในกลุ่มประชาคมเศรษฐกิจภูมิภาคเอเชียตะวันออกเฉียงใต้(AEC) (The Analysis of Bond Market Development Indicators and Assessments of Bond Markets among ASEAN Economic Community (AEC) members)
DOI: 10.14457/cu.res.2006.30
title: การศึกษาการเข้าจับระหว่างเอชไอวี-1 อินติเกรสกับตัวยับยั้ง ด้วยวิธีโมเลคิวลาร์ไดนามิกส์ซิมุเลชัน /
DOI: 10.14457/mju.the.2000.27
title: ปัจจัยที่มีผลต่อการเลือกใช้บริการของธนาคารในการส่งใบบันทึกรายการขายของร้านค้ารับบัตรเครดิต ในเขตเทศบาลนครเชียงใหม่ /
DOI: 10.5284/1042745
title: North Park Farm, Bletchingley, Surrey

description: North Park Farm, Bletchingley is a sand quarry located on the Folkestone Beds sand, just to the south of the North Downs, in East Surrey. The quarry has been operational for many years, but the present programme of work relates to an extension which began to be opened up in 2001. The new extension was subject to an archaeological scheme of work, secured by a condition on the planning permission. Surrey County Archaeological Unit (SCAU) undertook a controlled topsoil strip, followed by recording of the archaeology revealed. Scattered over an area of nearly 5Ha were features of a number of periods. The Neolithic and Bronze Age features were almost all pits, to which it is difficult to ascribe specific functions. The Iron Age evidence was more varied, including pits, some of which seem to be associated with metal working, and post holes belonging to a 4-poster structure, as well as others that are part of a fence line. The Roman period is represented only by stray finds. Saxon and early medieval activity is shown by ditches, pits, including a probable waterhole, and a number of post holes. Some of the more interesting of these features occurred near the limits of the present stripped area, and it is likely that a better understanding of them will be achieved when further stripping takes place. The most exciting evidence to emerge was, however, of Mesolithic date. A series of pits were identified, including several clusters. These are themselves of considerable interest and importance as deliberately dug pits of this date have only rarely been identified. Their significance was, however, greatly enhanced by the identification of a 'buried soil', containing only material of Mesolithic date, and in some quantity, within a topographic hollow occupying an area of almost 1Ha. Further evaluation in 2002 revealed that the 'buried soil' had a complex formation process both during, and perhaps prior, to Mesolithic activity. In situ evidence was revealed for flint working at several of the sampled locations, and there was also evidence of fires and/or cooking activities. Repeated visits were evidently paid to the area from around 8000BC down to around 4500BC. A detailed programme of excavation preceded by intensive geophysical survey and involving rigorous environmental sampling, was undertaken between June and December 2005. Professional and volunteer archaeologists, under the guidance of the Surrey County Archaeological Unit and ArchaeoScape of Royal Holloway College, worked together on one of the most significant Mesolithic excavations in the UK. The work is jointly funded by WBB Minerals and English Heritage, who are using funds allocated to them through the Aggregates Levy Sustainability Fund.
DOI: 10.14455/isec.res.2017.155
title: Tensile Characterization of Textile Reinforced Mortar

description: Textile reinforced mortar (TRM) is a composite material consisting of dry fibers embedded in a cementitious matrix, commonly used for strengthening masonry and concrete structures. In general, tensile characterization is required to identify the TRM mechanical properties, which are considered the key parameters needed for the structural design of strengthening systems. This paper presents the results of an experimental study conducted to investigate the tensile properties of TRM. In this effort, a total of 15 TRM coupons of 410 mm in length, 50 mm in width, and 10 mm in thickness were tested under uniaxial tensile load with clevis-type anchors. Three different types of textile materials were considered: carbon, glass, and polyparaphenylene benzobisoxazole (PBO). As for the study results, a common shape of the TRM tensile constitutive law was observed. Moreover, the average mechanical properties were listed for each type of TRM. Finally, the results and considerations presented in this work can enrich the literature with background data, which are beneficial for future applications of TRM systems in structural rehabilitation and repair.
DOI: 10.14455/isec.res.2017.30
title: Feasibility, Value Engineering and Rock Fill Dams Construction: A Case Study

description: In this study details of structure of Shahr-e-Bijar CFRD in Guilan (a province in the north of Iran) and the reasons to select concrete-faced rock-fill are presented. To select CFRD first by investigation of 18 different types of dam based on local availability of materials and the ability of constructing by available technology (both Iranian and foreign available technology) six types of them were selected for value engineering. By attention to construction costs, execution time, durability, reliability and performance and ease of construction and operation; and also the importance coefficient for local government were selected for value engineering. After that 3 types of dam structure (vertical clay core dam, asphalt core dam, and cfrd) had maximum scores. Finally rock fill dam with concrete surface is selected because despite being more expensive in some cases than other options, it could be considered as a successful dam construction option in Iran because the construction needs no foreign technology and its technology of construction and materials are available. On the other hand the necessary time for the project is 24 months. The main objective of this project is to avoid time loosing because of materials availability and local technology that needs no finance transferring and no foreign contract that may not be affected by some political condition that delays the project.
DOI: 10.14455/isec.res.2017.32
title: BIOLOGIC STEP STIFFNESS SIMULATION OF TANGENCY JOINTS ON SHEET PILE LOAD TRANSFER INTO WATERWAY BED

description: The Irrigation project of Abadan will supply fresh water through the three flat dams in the NW of the Persian Gulf. Circular cofferdam is located in the Bahmanshir River upstream in 2007. Cell dam and ship lock walls will be constructed using sheet piling and PPM Pipe-Pin-Micro piles on the steel walls. Next step is required to design ship lock concrete bed. It should have compatible behavior with the sheet walls, micro piles and Gelatin concrete. The main purpose is transferred the extra bending moment of waterway impact from the sheet walls into the concrete bed. It is mentioned that steel walls and concrete bed will operate individually without any connections with each other. Also, tangency joints will resolve the problems such as structural bed connection and steel wall thermal enlargement. In addition the bed and walls must perform independently. Artificial intelligence design
DOI: 10.14455/nrct.res.2016.92
title: การบำบัดความกระด้างของน้ำบ่อโดยใช้วัสดุดูดซับจากถ่านเม็ดลำไยที่ผ่านการปรับปรุงพื้นผิวทางเคมี (Water hardness treatment of ground water using chemical modified charcoal from longan seed )
DOI: 10.14455/nrct.res.2016.96
title: การประยุกต์ใช้เทคโนโลยีคอมพิวเตอร์ในการติดตามคุณภาพน้ำโดยใช้ดัชนีชี้วัดทางกายภาพ ในพื้นที่ลุ่มน้ำแม่งัด อำเภอแม่แตง จังหวัดเชียงใหม่ (<strong>The Application of Computer Technology to Monitoring Water Quality using Physical Indicators. Watershed Maengad The Municipal Center of Mae Taeng, Chiang Mai.</strong>)
DOI: 10.14457/kmutt.res.2001.31
title: สภาพ ปัญหาและปัจจัยที่ส่งเสริมความสำเร็จในการดำเนินงานโครงการสิ่งประดิษฐ์ของคนรุ่นใหม่ของนักศึกษาวิทยาลัยเทคนิค /
DOI: 10.14457/mju.the.2000.35
title: การใช้ประโยชน์จากรายงานทางการเงินในการบริหารงานของธุรกิจขนาดย่อมในเขตอำเภอเมือง จังหวัดเชียงใหม่ /
DOI: 10.14457/psu.res.2006.8
title: การศึกษาความเป็นไปได้ในการเลี้ยงหอยหวานระยะวัยรุ่น จนถึงขนาดตลาดต้องการเชิงพาณิชย์ในบ่อเลี้ยงกุ้งทะเล /
DOI: 10.14457/rmutp.res.2000.3
title: ภาพลักษณ์ของสถาบันเทคโนโลยีราชมงคล ในทัศนะของประชาชนกรุงเทพมหานคร /
DOI: 10.14457/rmutt.res.2009.12
title: การพัฒนากระเบื้องหลังคาและฝ้าเพดานโดยใช้ยางธรรมชาติ เพื่อลดอุณหภูมิภายในอาคาร /
DOI: 10.5255/ukda-sn-100001-3
title: TestTestTestTest Dataset: a Comparative Test, December 2009; Subtitle
DOI: 10.5284/1042743
title: Cornish Ports and Harbours: assessing heritage signficance, threats, protection and opportunities

description: The project aimed to establish effective methodologies for assessing the fabric, significance and character of English ports and harbours by using a study of those in Cornwall and the Isles of Scilly as a pilot. It involved a rapid assessment of the forces for change affecting Cornwall's ports and harbours and their vulnerability or capability to benefit from change, classifying the sites according to a range of variables, undertaking historic characterisation of selected ports and harbours and carrying out limited field work at the selected sites. Outcomes of the project include a widely disseminated report, a Historic Environment Action Plan (HEAP), management recommendations and a list of those ports and harbours which are candidates for designation.
DOI: 10.14455/isec.res.2017.164
title: BEHAVIOR OF EXPANSIVE CONCRETE-FILLED STEEL TUBULAR COLUMNS UNDER AXIAL LOADINGS

description: Concrete-filled steel tubes (CFSTs) have been introduced to expedite construction and increase the confinement of concrete by the steel tube. While changing the confinement level through the use of expansive additives (EAs) will have an impact on the performance of CFSTs, limited information is available on the behavior of expansive concrete-filled steel tubular (ECFST) columns. The objective of this study is thus twofold: (i) to experimentally assess the behavior of axially loaded ECFSTs, and (ii) to investigate the correlation between the test results and those obtained from prediction approaches. The experimental program of this study consists of testing four 1500 mm CFST/ECFST columns with 153.6 mm outer diameter and 3 mm thickness. The ECFST specimens are divided into two subgroups with 0% and 12% EA dosage and two concrete mixtures, 16 and 37 MPa. The results indicate that the latter is the most promising mixture since it results in a significant enhancement of 64% in the axial load capacity of ECFST columns compare with CFSTs. The study also recommends employing specific confined concrete models with the existing code prediction approaches to arrive at the best correlation with test results.
DOI: 10.14455/isec.res.2017.196
title: EXPERIMENTS AND FEM MODELS ON SEMI-COMPOSITE BEHAVIOR OF SRC STRUCTURES

description: Analytical models were prepared and results from these models were compared with experimental results to confirm the adequate modeling of steel-reinforced concrete members used in rockfall-protection galleries or rock-sheds. Static loading tests of steel-reinforced concrete members (a girder and a slab) were conducted on a simply supported beam. The analytical models have different contact conditions to verify which condition can express a semi-composite behavior and shear slide. Three types of contact conditions were applied: normal, tied, and tiebreak contact. Tiebreak contact can express the occurrence of gaps by defining shear bond strength. Consequently, analytical models that applied tiebreak contact showed comparatively good agreement with experimental results. Analytical models that applied the tiebreak contact condition showed a correlation of 97% (girder) and 101% (slab) with the experimental results for the maximum load-carrying capacity. Therefore, considering that slippage occurs between different materials, the model is good for expressing the behavior of complicated structures such as steel-reinforced concrete members that are used as a rock-shed.
DOI: 10.14455/isec.res.2017.46
title: Design for Safety Knowledge-Based BIM-Integrated Risk Register System

description: Safety is a major challenge in the Construction industry. Researchers have shown that many construction fatalities could have been avoided with proper design considerations. Design for safety (DfS) knowledge helps designers to identify how their design may pose a risk during the life cycle of a building facility. Hence, designers can use DfS knowledge to address these safety issues in the design phase. Nevertheless, identified risk and required mitigation of the risk must be noted in a risk register. Moreover, all the risks cannot be addressed or eliminated during design. Hence, residual risks must be addressed during actual construction, operation and maintenance. This study proposes a DfS knowledge-based risk register system that registers design deficient risk with mitigation action and the residual risks that must be addressed during actual construction. The risk register is integrated with the BIM so that the residual risks can be easily visualized in BIM compliant 3D model for further action in later phases. A structure of risk identification procedure incorporating DfS knowledge is described. Identified risks are stored in a database. Mitigation action along with residual risks and responsible persons/parties for a design element are linked with the BIM model. Such early identification of hazard would be very useful to be prepared for any potential risk in advance which can save significant time and cost for the constructor.
DOI: 10.14455/isec.res.2017.49
title: PRESERVING TRADITIONAL CONSTRUCTION TECHNIQUES AND MATERIALS, AS AN ANSWER TO FUTURE ENERGY-FUEL CRISIS

description: Once a highly skilled and experienced professor told us: the future of architecture is in its hand craft past. We were not able to completely understand him at that time. Looking forward to the future where architecture and engineering professionals will perform facing energy fuel crisis and global warming, an endogenous approach, working with what is available, may be a subsistence tool. Preserving and further development of traditional construction materials, methods and techniques now has become a must, not form the cultural heritage stand point but as a survival instrument. In this paper we will analyze three different roofing systems, two of them ancestral techniques; toquilla leaf roof and straw thatch roofs, using them in real contemporary construction circumstances by incorporating them into the professional life through real construction projects and the educational system through Con lo que hay, a design-build class room in architectural school in Ecuador, facing them with conventional zinc metal roofing. This study will show the impact of recovering these techniques and materials within the academic, the professional, scientific development and on the local economies.
DOI: 10.14455/isec.res.2017.53
title: A LINEAR PROGRAMMING APPLICATION AND SOLUTION FOR MINIMIZING CLASS SCHEDULING CONFLICTS

description: College course scheduling plays a pivotal role in a student
DOI: 10.14455/isec.res.2017.60
title: An Asset Management Framework for Ramp Metering Systems and Adaptive Traffic Control Systems

description: Transportation systems management and operations (TSM&O) strategies such as adaptive traffic control systems (ATCSs) and ramp metering systems (RMSs) can be utilized to exploit existing transporting capacity instead of undertaking costly new construction projects. This paper presents an asset management framework for TSM&O components used in ATCSs and RMSs including signal heads, controllers, detectors, supporting structures, and communication lines to support the decision making processes of transportation agencies. ATCS and RMS overall condition ratings and importance indices are the two parameters that contribute to prioritization of these TSM&O applications. A fuzzy logic approach is used to combine these two major components. Inspection guidelines and published cost databases are primary data sources, while economic (agency), social (traveler), and environmental benefits that would be lost in case of failures are considered in developing procedures to determine the importance indices. This asset management framework allows transportation agencies to identify ATCS and RMS deployments with high risk considering both the condition levels and benefits provided by these deployments, and hence constitutes a highly important step towards development of risk management and mitigation plans featuring appropriate maintenance, repair and rehabilitation (MRR) strategies. Future research can integrate additional TSM&O components into the asset management framework, and the boundary of benefits considered in determining the importance indices can be expanded.
DOI: 10.14457/cu.res.2000.3
title: การใช้ป่าชายเลนเพื่อการบำบัดน้ำเสียจากชุมชน : การเจริญเติบโตของพืช และสถานภาพของธาตุอาหารในระบบ /
DOI: 10.14457/kmutnb.res.2004.9
title: การควบคุมมุมของหัวเชื่อมไฟฟ้าอัตโนมัติสำหรับหุ่นยนต์งานเชื่อม /
DOI: 10.14457/kmutnb.res.2005.18
title: การศึกษาสัญญาณแรงดันและกระแสเพลาในเครื่องจักรกลไฟฟ้า /