Search Results - "Charles Clifton, G."
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1
Failure mechanism and bearing capacity of cold-formed steel trusses with HRC connectors
Published in Engineering structures (15-12-2019)“…•Four-point bending, and cyclic tests were conducted on 26 specimens of CFS trusses with different type of connections.•Howick Rivet Connector (HRC)…”
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2
Web Crippling Behavior of Unlipped Cold-Formed Ferritic Stainless Steel Channels Subject to One-Flange Loadings
Published in Journal of structural engineering (New York, N.Y.) (01-08-2018)“…AbstractThe web crippling strength of unlipped cold-formed ferritic stainless steel channels subject to interior-one-flange and end-one-flange loading is…”
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3
Post-earthquake assessment of moderately damaged reinforced concrete plastic hinges
Published in Earthquake spectra (01-02-2020)“…Modern reinforced concrete buildings are often designed to dissipate energy during strong earthquakes by permitting the controlled formation of plastic hinges…”
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4
Power-actuated fasteners in single shear-An experimental investigation and proposed design rules
Published in Engineering structures (15-05-2022)“…•Eighty one experimental tests on the design strength of power-actuated fasteners (PAFs) in single shear connections are presented.•Modes of failure for both…”
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5
Structural Behavior of Composite Panels Made of Lightly Profiled Steel Skins and Lightweight Concrete under Concentric and Eccentric Loads
Published in Journal of structural engineering (New York, N.Y.) (01-10-2019)“…AbstractThis paper addresses the structural performance of a type of sandwich panels with lightly profiled thin steel skins filled with lightweight concrete. A…”
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6
Proposed Simplified Approach for the Seismic Analysis of Multi-Storey Moment Resisting Framed Buildings Incorporating Friction Sliders
Published in Buildings (Basel) (01-05-2019)“…An innovative, simplified, and accurate model is proposed and developed to enable simplified yet realistic time history analysis of multi-storey buildings with…”
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7
Investigation on Bond Stress-slip Behavior of Concrete Containing Poly-lactic Acid Aggregate
Published in KSCE journal of civil engineering (01-12-2018)“…The performance of Composites Structural Assemblies (CSAs) depends on the bond strength of the embedded components, namely composite panels and infill…”
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8
Ultra-lightweight Concrete Containing Expanded Poly-lactic Acid as Lightweight Aggregate
Published in KSCE journal of civil engineering (01-10-2018)“…The environmental impact of using petroleum products has become a serious issue nowadays. This paper is about the possibility of producing ultra-lightweight…”
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9
Intermediate Web Stiffener Spacing Evaluation for Shear Links
Published in Journal of structural engineering (New York, N.Y.) (01-02-2019)“…AbstractEccentrically braced frames (EBFs) are a widely used steel seismic resisting system due to their combination of high elastic stiffness and high…”
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10
Numerical validation of structural fire design for steel framed car park buildings
Published in Fire safety journal (01-08-2023)“…The installed automatic sprinkler systems in car park buildings can control the fire spread between vehicles, leading to unique localized vehicle fire…”
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11
Optimized Interaction Equations for More Efficient Design of CFS Channels under Combined Compression and Biaxial Bending
Published in Journal of structural engineering (New York, N.Y.) (01-08-2024)“…AbstractThis study aims to develop optimized interaction equations for more efficient design of cold-formed steel (CFS) lipped channel beam-columns under…”
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12
Numerical Study on Reserve Fire Resistance of Continuous Steel Columns in Buildings
Published in Fire technology (01-07-2024)“…A simple design method typically applies a Fire Resistance Rating (FRR) to structural components in isolation based on their performance in the fire test. This…”
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13
Thermal and Structural Response of Beam-end Shear Connections During a Large Compartment Fire Experiment
Published in Fire technology (01-09-2024)“…The role of steel connections is essential in structural fire design and analysis for steel-framed composite structures. The current structural design…”
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14
Web crippling strength of perforated cold-formed ferritic stainless steel unlipped channels with restrained flanges under one-flange loadings
Published in Thin-walled structures (01-04-2019)“…Thin-walled stainless steel channels are becoming more widely used in the residential and commercial sectors because of their high corrosion resistance,…”
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15
Cold-formed ferritic stainless steel unlipped channels with web openings subjected to web crippling under interior-two-flange loading condition – Part I: Tests and finite element model validation
Published in Thin-walled structures (01-07-2017)“…Web openings are commonly used in beams of buildings to facilitate services. In this paper, a combination of tests and non-linear finite element analyses is…”
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16
A Simple Mechanical Model for Steel Beam - Column Slab Subassembly Nonlinear Cyclic Behaviour
Published in Journal of earthquake engineering : JEE (10-09-2023)“…A simple strut-and-tie macro-model has been developed to represent the seismic behaviour of a composite deck slab, acting as part of a steel moment-frame…”
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17
Influence of poly-lactic acid on the properties of perlite concrete
Published in Construction & building materials (20-11-2018)“…•The addition of bioplastic significantly changed the microstructure and hydration products of concrete.•The inclusion of bioplastic led to a lower heat…”
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18
Effects of variation in loading protocol on the strength and deformation capacity of ductile reinforced concrete beams
Published in Earthquake engineering & structural dynamics (01-09-2018)“…Summary Understanding the impact of prior earthquake damage on residual capacity is important for postearthquake damage assessment of buildings; however,…”
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19
Web bearing capacity of unlipped cold-formed ferritic stainless steel channels with perforated web subject to end-two-flange (ETF) loading
Published in Engineering structures (01-12-2017)“…•Web bearing tests of unlipped cold-formed ferritic stainless steel channels.•Non-linear quasi-static finite element models are developed.•A parametric study…”
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20
Performance of a novel slider device in multi-storey cold-formed steel modular buildings under seismic loading
Published in Structures (Oxford) (01-10-2020)“…•A validated numerical model was used to analyze a six-storey modular steel building under earthquake loading.•The six-storey building had a proposed slider…”
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