cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.14455/isec.res.2019.79
title: FINITE STRAIN MEASUREMENT USING IMAGE ANALYSIS UNDER REVERSE SHEAR AFTER FORWARD SHEAR

description: The purpose of this research is to investigate the progress of local deformation under finite deformation by using image analysis based on the Natural Strain theory. Since Natural Strain used in the image analysis can satisfy the addition law of strain on an identical line element and can remove the rigid body rotation from shearing strain component, it is an effective strain for representing stress and strain behavior under large deformation. Therefore, in this research, these features of Natural Strain theory will be incorporated into the method of image analysis. In the present study, using the test pieces made of high purity tough pitch copper, the local deformation occurring under large simple shear is investigated by comparing the strains in each element from the upper position to the middle position with the average strain in the gauge length. In order to investigate the progress of local deformation caused by differences of strain hardening in the material, the experiments are conducted under different deformation histories which are given by applying reverse shear after applying forward shear with different sizes. Consequently, it is revealed that if the value of plastic strain obtained by integrating over the whole deformation path is almost the same, the progress of local deformation is approximately the same even if the deformation path is different.
DOI: 10.5281/zenodo.2601924
title: Binary black-hole simulation SXS:BBH:1677

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601925
title: Binary black-hole simulation SXS:BBH:1677

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601955
title: Binary black-hole simulation SXS:BBH:1679

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601956
title: Binary black-hole simulation SXS:BBH:1679

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603842
title: Binary black-hole simulation SXS:BBH:1680

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603887
title: Binary black-hole simulation SXS:BBH:1676

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603920
title: Binary black-hole simulation SXS:BBH:1678

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603921
title: Binary black-hole simulation SXS:BBH:1678

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2621456
title: Binary black-hole simulation SXS:BBH:0170

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.14455/isec.res.2019.80
title: FLEXURAL BEHAVIOR OF HIGH STRENGTH GEO-POLYMER CONCRETE BEAMS

description: The demand for concrete is increasing day by day. As the consumption of cement is increased, environmental issues arise due to the release of CO2 during the manufacturing of cement. The objective of this research work is to produce a pollution free concrete with a combination of fly ash and GGBS (Ground granulated blast furnace slag) and without the use of cement. In this paper an attempt was made to study the mechanical properties of high strength geo-polymer concrete of grade M60 using GGBS, fly ash and micro silica. The testing program was planned for the mechanical properties of geo-polymer concrete and flexural behavior of corresponding beams. The experimental results indicated that the geo-polymer concrete M60 grade has a compressive strength of 70.45 MPa at the age of 28 days cured at ambient condition. Further, flexural strength and split tensile strengths for M60 grade high strength geo-polymer concrete at 28 days were observed to be 5.45 MPa and 3.63 MPa respectively. The modulus of elasticity was higher than the theoretical value proposed by IS 456-2000. It was also observed that the load carrying capacity of M60 grade high strength geo-polymer concrete found to be more than corresponding grade conventional concrete. The load-deflection, moment-curvature relationships were studied. The experimental results were encouraging to continue for further research in the area high strength geo-polymer concrete.
DOI: 10.14455/isec.res.2019.81
title: FLEXURAL DUCTILITY OF STRUCTURAL CONCRETE MEMBERS SUBJECTED TO LIMITED CYCLES OF REPEATED LOADING

description: For structural concrete members that may expose to serious earthquake, overload or accident impact, the design of ductility must be given the same importance as the flexural strength. The aim of this investigation is to study the change in ductility of structural concrete flexural members during their exposure to limited cycles of repeated loading. Twenty full-scale beam specimens have been fabricated in to two identical groups
description: each group consisted of ten specimens. The first group was tested under monotonic static loading to failure and regarded as control beams, while the specimens of the second group were subjected to ten cycles of repeated loading with constant load interval, which ranged between 40% and 60% of ultimate load. Specimens in each group were categorized as follows: two traditional reinforced concrete specimens with different intensity of tension reinforcement
description: three partially prestressed specimens with bonded strands
description: three partially prestressed specimens with unbonded strands
description: and two fully prestressed concrete specimens. The main variable, which was considered for all specimens was the partial prestressing ratio (PPR). It was observed that, the ductility of reinforced concrete beams was insignificantly increased during subjecting to limited repeated loading. For fully prestressed and partially prestressed concrete beams with high level of PPR, the ductility was significantly enhanced, while, it was decreased for specimens with small level of PPR.
DOI: 10.14455/isec.res.2019.82
title: FRP-FLEXURAL STRENGTHENING OF STEEL BEAMS: A FINITE ELEMENT ANALYSIS STUDY

description: Fiber reinforced polymer (FRP) strengthening has been widely used for concrete structures. However, limited studies have been conducted on its application to steel structures. The use of FRP materials to retrofit steel members is an effective replacement for welded or bolted steel plates and offer high strength-to-weight ratio, resilience to environmental degradation, and a robust fatigue performance. Past studies have shown that the application of FRP to steel is a promising technical solution to help against corrosion and also to increase the load carrying capacity of steel members. In the present study, finite element analysis (FEA) model of a steel beam strengthened with carbon fiber reinforced polymer (CFRP) laminates was developed using ANSYS Mechanical finite element software program. The model was validated by comparing the FEA and experimental results of an existing study in the literature and they were in good agreement. A parametric study was conducted on the validated steel beam model with the aim to investigate the effects of basalt fiber reinforced polymer (BFRP) and two types of adhesives on its performance under static loading. The FRP laminates provided an increase in flexural capacity and pseudo ductility of the beams. The optimum bond length was found to be 2/5 of the span length for the beam in this study.
DOI: 10.14455/isec.res.2019.83
title: GOVERNMENT ROLES IN PUBLIC-PRIVATE PARTNERSHIPS PROCUREMENT OF INFRASTRUCTURES: THEORETICAL APPROACH

description: Social and economic infrastructures provision has been the sole responsibility of the government in the time past. However, due to the geometric demand in human infrastructures needs, the government supply capacity has been constrained. The inability of the government to close the infrastructural gaps is due to the inequality in financial capacity and the financial worth of social and economic infrastructures. Despite the paucity of the fund required for infrastructures provisions in government, the need for social and economic infrastructures cannot wait due to its relevance in nation-building. The innovative approach to meeting the social and economic infrastructures is engineered through the adoption of a Public-Private Partnership (PPP) procurement option. The procurement option is a sure route through which infrastructural provision can be sustained. This paper reviews literature on PublicPrivate Partnership by buttressing on the expected roles of the government through the Governance theory concept.
DOI: 10.14455/isec.res.2019.84
title: GREEN ROOFS TO IMPROVE THE ENERGY RENOVATION RESILIENCE OF HISTORIC BUILDINGS

description: The introduction of vegetation in urban areas, through both green roofs and green walls, is a sustainable strategy for improving the environment and the quality of life, as well as crucial for urban biodiversity since the moment it is able to create new habitats for plant and animal species. The design and realization of green roof systems abroad is promoted and stimulated while in Italy, this subject, is still an innovation not supported by many real implementations. The application of this technological green system has a great importance for the redevelopment of existing building heritage, especially for historic buildings, to improve their energy-performance qualities, with respect for their architectural value. The aim of this study is to identify the technical issues for the realization of green roofs in urbanized contexts by focusing on the implementation of a green roof on a building of Leghorn following intervention guidelines developed. This research shows that not only does this system allow higher energy saving, but it also brings a decrease of load bearing on the structure.
DOI: 10.25910/5caec53b62f5a
title: CO2 Data Sydney Harbour Estuary 2013

description: The dataset includes CO2 and ancillary data collected during 2013 in the Sydney Harbour Estuary. A total of 7 monthly field excursions were completed along the waterways of the Sydney Harbour Estuary and its tributaries during 2013. Sampling was conducted underway with instrumentation deployed from a 5.7 metre, centre console research vessel that was driven at a steady 4-6 km/h along the longitudinal axis of the estuary and up each of the main tributaries to the weir barrier or tidal limits. The data contain a summary metadata file and 7 months of CO2 and ancillary data including temperature, salinity, pH, turbidity, chlorophyll a, oxygen saturation, dissolved organic carbon, dissolved inorganic carbon, particulate organic carbon, particulate organic nitrogen and their stable isotopes are included.
DOI: 10.5281/zenodo.2601902
title: Binary black-hole simulation SXS:BBH:1674

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601903
title: Binary black-hole simulation SXS:BBH:1674

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601911
title: Binary black-hole simulation SXS:BBH:1675

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601912
title: Binary black-hole simulation SXS:BBH:1675

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603522
title: Binary black-hole simulation SXS:BBH:1672

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603523
title: Binary black-hole simulation SXS:BBH:1672

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603605
title: Binary black-hole simulation SXS:BBH:1673

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603606
title: Binary black-hole simulation SXS:BBH:1673

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603886
title: Binary black-hole simulation SXS:BBH:1676

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2621892
title: Binary black-hole simulation SXS:BBH:0201

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2621895
title: Binary black-hole simulation SXS:BBH:0198

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.14455/isec.res.2019.85
title: ICONIC STRUCTURES: CASE STUDY OF A HISTORIC MUSEUM WITH NOTABLE SPANS DESIGNED IN CONCRETE

description: The emergence of iconic structures around the world increased tourism and economic status of the of host cities. Iconic structures stand out and attract the attention of the general public due to their daring structural limits and aesthetic forms. Hence, the design idea of an iconic historic museum is conceptualized in this research. This paper models an art center, analyses and designs the critical elements according to BS 8110, trying to determine the feasibility of a large-cantilevering structure with numerous curves being achieved. The activities carried out in this research involved a systematic modeling of the structure with Building Information Modeling (BIM) tools, analysis and design in reinforced concrete with particular emphasis on the cantilevered wing of about 37.5m. Numerous load combinations were applied, and various member section properties were experimented. The results obtained from the analysis of the designed reinforced concrete model identified the structural efficiency of certain critical members in the west wing of the building and how they were made to adhere to structural limits in the code of practice by ensuring deflections of critical cantilevered members did not exceed the limit. A unique arrangement of structural systems has been combined to solve the problem of deflection of the seemingly impossible cantilever of 37.5m.
DOI: 10.14455/isec.res.2019.86
title: IDENTIFICATION OF CRITICAL INFRASTRUCTURE USING DATA MINING TECHNIQUES

description: Critical Infrastructure (CI) is a term used to describe important national assets for producing or distributing a continuous flow of essential goods or services. They are marked by immense complexity, characterized predominantly by strong intra and interdependencies as well as hierarchies. These interconnections take many forms, including flows of information, shared security, physical flows of commodities, and others. Previous research has illustrated the relationship between the physical impacts of natural disasters and the social and economic factors on CI. Some research emphasized more the role of CI interdependencies and their importance and influence over the functioning of industries while others have looked the impacts due to disruption of CI after disasters. Nowadays comprehensive identification of all interdependency relationships of CI remains a challenge. As the complexity and interconnectedness of a country's CI evolve, threats and vulnerabilities increase. Thus, investigating how a set of CI interacts and identification of criticality of CI becomes an important topic. This research has made utilization of data mining techniques and proposes a method to identify the criticality of Critical Infrastructure so that to develop better disaster protection and prevention management.
DOI: 10.5281/zenodo.2601846
title: Binary black-hole simulation SXS:BBH:1667

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601865
title: Binary black-hole simulation SXS:BBH:1668

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601866
title: Binary black-hole simulation SXS:BBH:1668

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601879
title: Binary black-hole simulation SXS:BBH:1670

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601880
title: Binary black-hole simulation SXS:BBH:1670

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601895
title: Binary black-hole simulation SXS:BBH:1671

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601896
title: Binary black-hole simulation SXS:BBH:1671

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603839
title: Binary black-hole simulation SXS:BBH:1669

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603840
title: Binary black-hole simulation SXS:BBH:1669

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2621891
title: Binary black-hole simulation SXS:BBH:0191

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.25911/5caeaac479845
title: Figure 11. Octanol affect the suface tension and contact angle on dimeth treated surface

description: Figure 11. Octanol affect the suface tension and contact angle on dimeth treated surface
DOI: 10.5281/zenodo.2601813
title: Binary black-hole simulation SXS:BBH:1663

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601828
title: Binary black-hole simulation SXS:BBH:1664

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601829
title: Binary black-hole simulation SXS:BBH:1664

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601845
title: Binary black-hole simulation SXS:BBH:1667

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603577
title: Binary black-hole simulation SXS:BBH:1666

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603578
title: Binary black-hole simulation SXS:BBH:1666

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603591
title: Binary black-hole simulation SXS:BBH:1665

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603592
title: Binary black-hole simulation SXS:BBH:1665

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601681
title: Binary black-hole simulation SXS:BBH:1660

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601682
title: Binary black-hole simulation SXS:BBH:1660

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601788
title: Binary black-hole simulation SXS:BBH:1661

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601789
title: Binary black-hole simulation SXS:BBH:1661

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2601812
title: Binary black-hole simulation SXS:BBH:1663

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603502
title: Binary black-hole simulation SXS:BBH:1662

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603503
title: Binary black-hole simulation SXS:BBH:1662

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2604178
title: Binary black-hole simulation SXS:BBH:1659

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.14457/tu.the.2014.578
title: The examination of Thai consumers’ attitudes towards dietary supplements products and how the use of celebrity endorsements has impacts on Thai consumers

description: This study pertains to a contemporary topic in applied marketing as it pertains to health issues in Thailand. The purpose of this study is to examine and understand how Thai consumers think, feel, reason toward purchasing and taking beauty dietary supplements and related products. The study offers insight into how the use of marketing communication such as celebrity endorsements has influences on Thai consumers in purchasing dietary supplement products. A total of 230 respondents whose age between 18-42 years old and divided into those who take dietary supplements (n=154) and those who do not take dietary supplements (n=76). Most of non-consumers stated that dietary supplements consumption is waste and perceived that it is unnecessary to consume. Most women are taking dietary supplements for health and well-being and beauty, while top purpose for men is to build muscle. In term of attitudes, most of consumers agree that consuming dietary supplements help them have a healthy life, not harmful to health, and help them feel brighter and less fatigue from work. Both male and female consumers show no statistically different in attitudes toward celebrity endorsements. The result of this study will reveal significant information to business which could be beneficial to the beauty supplement vitamin companies in terms of product and marketing strategies as they could understand what factors could be influenced on consumer’s purchasing.
DOI: 10.14457/tu.the.2014.579
title: แบบจำลองอุทกภัยขนาดใหญ่โดยใช้เครื่องมือสร้างแบบหลายเอเจ้นต์

description: เมื่อเกิดภัยพิบัติทางธรรมชาติการอพยพกลุ่มคนจำนวนมากไปสู่ที่ปลอดภัยได้สำเร็จทันกาลนั้นขึ้นอยู่กับการเลือกใช้แผนอพยพที่เหมาะสมต่อสถานการณ์ ดังนั้นการเตรียมแผนอพยพที่มีประสิทธิภาพจำเป็นต้องวิเคราะห์การเคลื่อนย้ายของมวลชนในหลายรูปแบบที่ผ่านมาได้มีการวิจัยเพื่อพัฒนาเทคนิคการสร้างระบบจำลองคอมพิวเตอร์แบบเอเจ้นต์ สำหรับวิเคราะห์หารูปแบบการเคลื่อนที่ของมวลชนเมื่อเกิดเหตุฉุกเฉิน พบว่าเทคนิคดังกล่าวทำให้สามารถจำลองพื้นที่ประสบภัยที่ครอบคลุมบริเวณเมืองขนาดใหญ่ได้อย่างมีประสิทธิภาพอย่างไรก็ตามปัจจุบันยังไม่มีระบบจำลองที่สามารถใช้ศึกษาการเคลื่อนที่ของมวลชนเพื่ออพยพจากภัยพิบัติที่ครอบคลุมพื้นที่หลายเมืองดังเช่น การอพยพเมื่อเกิดเหตุมหาอุทกภัยวิทยานิพนธ์ฉบับนี้จึงนำเสนอการออกแบบและพัฒนาระบบจำลองดังกล่าว การวิจัยมีขั้นตอนการดำเนินงานสามขั้นตอนได้แก่ ขั้นตอนแรก ระบบจำลองแบบหลายเอเจ้นต์ได้ถูกพัฒนาขึ้นเป็นโมเดลแบบลำดับชั้นเพื่อใช้จำลองการเกิดอุทกภัยโดยแต่ละลำดับชั้นเป็นการแสดงพื้นที่ประสบภัยซึ่งสร้างจากข้อมูลสารสนเทศน์ทางภูมิศาสตร์ขั้นตอนที่สองได้แก่การผนวกโมเดลทางคณิตศาสตร์เข้ากับระบบจำลอง เพื่อจำลองการเคลื่อนที่ของมวลชนอย่างเสมือนจริงไปตามถนนขั้นตอนที่สามเป็นการวัดและประเมินประสิทธิภาพของระบบจำลองดังกล่าวด้วยการทำการทดลองนำระบบจำลองไปประมวลผลบนเซิร์ฟเวอร์บนการคำนวณแบบกลุ่มเมฆส่วนตัว การทดลองครอบคลุมสองกรณีศึกษาที่ทั้งสองกรณีศึกษานั้นแสดงการเคลื่อนที่ของเอเจ้นต์มวลชนผู้ได้รับผลกระทบจากอุทกภัยในหลายบริเวณ ระบบจำลองครอบคลุมพื้นที่ประเทศไทยทั้งประเทศและสามารถแสดงการเคลื่อนที่ของมวลชนเป็นภาพเคลื่อนไหวสองมิติ ผลลัพธ์จากการจำลองแสดงสถานะของเอเจ้นต์และจำนวนของเอเจ้นต์ที่ต้องการอพยพไปยังศูนย์พักพิงของผู้ประสบภัยระบบจำลองสามารถแสดงเหตุการณ์ที่อาจจะเกิดขึ้นในหนึ่งวัน โดยใช้เวลาในการประมวลผล 4-9 ชั่วโมงขึ้นอยู่กับระดับความรุนแรงของน้ำท่วมและจำนวนสิ่งอำนวยความสะดวก