Search Results - "Clifton, G Charles"

Failure mechanism and bearing capacity of cold-formed steel trusses with HRC connectors by Mathieson, Chris, Roy, Krishanu, Charles Clifton, G., Ahmadi, Amin, Lim, James B.P.

“…•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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Web Crippling Behavior of Unlipped Cold-Formed Ferritic Stainless Steel Channels Subject to One-Flange Loadings by Yousefi, Amir M, Lim, James B. P, Charles Clifton, G

“…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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Post-earthquake assessment of moderately damaged reinforced concrete plastic hinges by Marder, Kai, Elwood, Kenneth J, Motter, Christopher J, Clifton, Charles G

“…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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Power-actuated fasteners in single shear-An experimental investigation and proposed design rules by Milewska, Anna, Roy, Krishanu, Milewski, Pawel, Pham, Cao Hung, Charles Clifton, G., Quenneville, Pierre, Lim, James B.P.

“…•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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Structural Behavior of Composite Panels Made of Lightly Profiled Steel Skins and Lightweight Concrete under Concentric and Eccentric Loads by Ridha, Maha M. S, Li, Danda, Clifton, G. Charles, Ma, Xing

“…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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Proposed Simplified Approach for the Seismic Analysis of Multi-Storey Moment Resisting Framed Buildings Incorporating Friction Sliders by Ramhormozian, Shahab, Clifton, G. Charles, Latour, Massimo, MacRae, Gregory A.

“…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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Investigation on Bond Stress-slip Behavior of Concrete Containing Poly-lactic Acid Aggregate by Sayadi, Aliakbar, Neitzert, Thomas R., Clifton, G. Charles

“…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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Ultra-lightweight Concrete Containing Expanded Poly-lactic Acid as Lightweight Aggregate by Sayadi, Aliakbar, Neitzert, Thomas R., Clifton, G. Charles, Han, Min Cheol, De Silva, Karnika

“…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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Intermediate Web Stiffener Spacing Evaluation for Shear Links by Volynkin, Dmitry, Dusicka, Peter, Clifton, G. Charles

“…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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Numerical validation of structural fire design for steel framed car park buildings by Meng, Fanqin, Mago, Nandor, Andisheh, Kaveh, Clifton, G Charles

“…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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Optimized Interaction Equations for More Efficient Design of CFS Channels under Combined Compression and Biaxial Bending by Hasanali, Maryam, Mojtabaei, Seyed Mohammad, Lim, James B. P., Clifton, G. Charles, Hajirasouliha, Iman

“…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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Numerical Study on Reserve Fire Resistance of Continuous Steel Columns in Buildings by Meng, Fan-Qin, Clifton, G Charles, Abu, Anthony, Lim, James

“…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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Thermal and Structural Response of Beam-end Shear Connections During a Large Compartment Fire Experiment by Dai, Xu, Choe, Lisa, Fischer, Erica, Clifton, G Charles

“…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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Web crippling strength of perforated cold-formed ferritic stainless steel unlipped channels with restrained flanges under one-flange loadings by Yousefi, Amir M., Lim, James B.P., Charles Clifton, G.

“…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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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 by Yousefi, Amir M., Lim, James B.P., Charles Clifton, G.

“…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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A Simple Mechanical Model for Steel Beam - Column Slab Subassembly Nonlinear Cyclic Behaviour by Chaudhari, Tushar, MacRae, Gregory, Bull, Des, Clifton, G. Charles, Hicks, Stephen J.

“…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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Influence of poly-lactic acid on the properties of perlite concrete by Sayadi, Aliakbar, Neitzert, Thomas R., Charles Clifton, G.

“…•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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Effects of variation in loading protocol on the strength and deformation capacity of ductile reinforced concrete beams by Marder, Kai J., Motter, Christopher J., Elwood, Kenneth J., Clifton, G. Charles

“…Summary Understanding the impact of prior earthquake damage on residual capacity is important for postearthquake damage assessment of buildings; however,…”
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Web bearing capacity of unlipped cold-formed ferritic stainless steel channels with perforated web subject to end-two-flange (ETF) loading by Yousefi, Amir M., Lim, James B.P., Clifton, G. Charles

“…•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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Performance of a novel slider device in multi-storey cold-formed steel modular buildings under seismic loading by Jing, John, Charles Clifton, G., Roy, Krishanu, Lim, James B.P.

“…•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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