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361
Impact of structural eurocodes on steel and composite structures
Published 2014“…It is found that the flexural buckling resistance, web bearing and buckling resistance and lateral-torsional buckling resistance determined from Eurocodes 3 and 4 are much larger than those from BS5950. However, for shear buckling resistance of plated structures, Eurocode 3 produced a lower value compared to BS5950, and for shear resistance of headed stud, Eurocode 4 produced a lower value compared to BS5950-3.1.…”
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Journal Article -
362
Durability of woven composite structures
Published 2014“…There are evidences showing that accelerated testing methodology cannot be used to predict the shear fatigue strength at arbitrary load ratio but can be used to predict the shear fatigue strength at arbitrary temperature and zero load ratio. …”
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Thesis -
363
Governing failure mode of unsaturated soil slopes under rainwater infiltration
Published 2019“…The governing failure mode is likely to be affected by soil properties, slope geometry, depth of wetting front and contribution of matric suction to shear strength, which were investigated in this study. …”
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Journal Article -
364
Evaluation of process requirements for room temperature direct copper bonding
Published 2009“…In this thesis, by coating the copper surface with a self assembled monolayer of alkanethiol prior to bonding, Cu joints can be successfully formed at room temperature in ambient environment, yielding joint shear strength up to 60MPa. Copper bond shear strength of 15 MPa is achieved even at 50MPa at 25°C with copper coated with C18. …”
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Final Year Project (FYP) -
365
An improved coefficient decimation based reconfigurable low complexity FIR channel filter for cognitive radios
Published 2013“…Our method enhances the frequency response flexibility of the filter and doubles the center frequency resolution when compared to the conventional CDM. …”
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Conference Paper -
366
Toward multivariate fragility functions for seismic damage and loss estimation of high-rise buildings
Published 2024“…These loss estimates are significantly improved when bivariate or multivariate building fragility functions are used. …”
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Journal Article -
367
Studies on energy performances of green data centres
Published 2011“…Data centers are special facilities that house various equipments such as computers, servers, racks and related IT hardware. …”
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Final Year Project (FYP) -
368
Analog future
Published 2017“…In the 21st century, big digital data takes center stage as the ideal technological front as analog waveforms; the “pixels” of the material world recedes to the backdrop. …”
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Final Year Project (FYP) -
369
Building SenticNet 7
Published 2021“…The error checking program utilizes the keyword extractor, sentiment analysis and synonyms functions. …”
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Final Year Project (FYP) -
370
Prescriptive analytics models for vessel inspection planning in maritime transportation
Published 2024“…The inspection process involves identifying high-risk vessels, allocating surveyors, and conducting onboard checks. This study aims to optimize the selection and assignment process through a two-stage framework, balancing the benefits of identifying deficiencies against the costs of inspection delays. …”
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Journal Article -
371
Suction and strength of unsaturated soils
Published 2021“…The current osmotic technique of controlling matric suction was improved using reverse osmosis membrane and sodium chloride solutions. New shear strength equation incorporating suction stress that took into account the availability of data for constant suction and constant water content direct shear tests was proposed. …”
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Thesis-Doctor of Philosophy -
372
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373
Land reclamation without using soil-fills
Published 2016“…In this project, analyses are performed to first determine the embedded depth of wall and average undrained shear strength of the seabed needed for the wall to be stable. …”
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Final Year Project (FYP) -
374
Field relations, petrogenesis and emplacement of the Bhagirathi leucogranite, Garhwal Himalaya
Published 1993“…During extension, sub-orthogonal dilatational forces exceeded sub-horizontal shear stresses thus facilitating the repeated emplacement of sheeted granite melt, a process analogous to low-angle tension gash development. …”
Book section -
375
Report to the President for year ended June 30, 2024, Office of the Vice Chancellor
Published 2025“…This report contains the following sections: Executive Summary, Office Updates, OVC Headquarters, Office of Admissions, Career Advising & Professional Development, Office of Experiential Learning, D-Lab, Edgerton Center, Priscilla King Gray Public Service Center, Undergraduate Research Opportunities Program, First Year Learning Communities, Concourse, Experimental Study Group, Terrascope, Office of Graduate Education, International Students Office, Office of Minority Education, Registrar’s Office, Reserve Officer Training Corps, Air Force, Army, Navy, Student Financial Services, Teaching + Learning Lab, Undergraduate Advising Center.…”
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376
Experimental study on effects of multi-column removal affecting behaviour of RC frames to mitigate progressive collapse
Published 2015“…Based on the experimental data of the 2 specimens, a simplified method was used to account for the behaviour of RC structures when subjected to single or multiple columns removal.…”
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Final Year Project (FYP) -
377
Bending strength of local trees
Published 2019“…Correlations were found between modulus of rupture, modulus of elasticity and maximum shear stress. Results of greenwood properties were compared to other similar tree species, species of the same family, and assessed for the bending resistance against wind.…”
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Final Year Project (FYP) -
378
Development of interactive software/app (normal stress)
Published 2021“…The Shear Force Diagram (SFD) and Bending Moment Diagram (BMD) will then be plotted on a graph. …”
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Final Year Project (FYP) -
379
Stiffness characteristics of unsaturated soil
Published 2010“…Ultrasonic test was conducted before shearing to obtain the shear wave and compression wave velocity of different specimens set in different conditions. …”
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Final Year Project (FYP) -
380
Prismatic, basal, and slip strengths of commercially pure Zr by micro-cantilever tests
Published 2015“…This study aimed to measure the critical resolved shear strength (CRSS) of individual slip systems in a polycrystalline, commercially pure zirconium sample. …”
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