872 results on '"Gardner, Leroy"'
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102. Behaviour and design of stainless steel I-section columns in fire
103. Stability of steel struts with externally anchored prestressed cables
104. Simulation and design of semi-compact elliptical hollow sections
105. Flexural capacity and local buckling half-wavelength of high strength steel tubular beams under moment gradients: an experimental study
106. Stability and ultimate behaviour of prestressed stayed beam-columns
107. Experimental investigation and design of extruded aluminium alloy T-stubs connected by swage-locking pins
108. Design of structural steel members by advanced inelastic analysis with strain limits
109. Fire performance of steel reinforced concrete-filled stainless steel tubular (CFSST) columns with square cross-sections
110. Design of hot-finished tubular steel members using a stiffness reduction method
111. Stability and design of stainless steel structures – Review and outlook
112. Compressive testing and numerical modelling of concrete-filled double skin CHS with austenitic stainless steel outer tubes
113. Formulae for determining elastic local buckling half-wavelengths of structural steel cross-sections
114. Design of prestressed cold-formed steel beams
115. Design of web-tapered steel beams against lateral-torsional buckling through a stiffness reduction method
116. Numerical analysis and design of slender elliptical hollow sections in bending
117. Steel Design by Advanced Analysis: Material Modeling and Strain Limits
118. Member stability of stainless steel welded I-section beam-columns
119. Formulae for Calculating Elastic Local Buckling Stresses of Full Structural Cross-sections
120. Laser-welded stainless steel I-section beam-columns: Testing, simulation and design
121. Finite element modelling and design of stainless steel SHS and RHS beam-columns under moment gradients
122. Stainless steel channel sections under combined compression and minor axis bending – Part 2: Parametric studies and design
123. Stainless steel channel sections under combined compression and minor axis bending – Part 1: Experimental study and numerical modelling
124. Finite element modelling and design of welded stainless steel I-section columns
125. Elevated temperature material properties of a new high-chromium austenitic stainless steel
126. Cellular buckling from mode interaction in I-beams under uniform bending
127. Description of stress-strain curves for cold-formed steels
128. The continuous strength method for the design of cold-formed steel non-slender tubular cross-sections
129. Numerical modelling and design of hot-rolled and cold-formed steel continuous beams with tubular cross-sections
130. The continuous strength method for the design of mono-symmetric and asymmetric stainless steel cross-sections in bending
131. Prestressed cold-formed steel beams: Concept and mechanical behaviour
132. Optimisation and testing of simply‐supported WAAM beams
133. GMNIA‐based design of stainless steel structural systems
134. Influence of load and high temperature on the post‐fire behaviour of high‐strength structural steels
135. Testing and analysis of optimised wire arc additively manufactured steel trusses
136. Design assisted by finite element analysis – Introduction to prEN 1993‐1‐14 and Technical Report
137. Buckling tests on wire arc additively manufactured SHS Columns
138. Local buckling behaviour of high strength steel tubular beams under moment gradients
139. Behaviour, finite element modelling and design of high strength steel homogeneous and hybrid welded I‐section beams
140. Buckling tests on I‐section steel columns strengthened by additive manufacturing
141. Equivalent global sway imperfections for use in design by GMNIA
142. Major‐axis buckling of pin‐ended stainless steel equal‐leg angle section members: FE modelling and design
143. Experimental investigation of steel frames made of hybrid steel welded I‐sections
144. Metal additively versus conventionally manufactured structures – An environmental life cycle assessment
145. Applications of 3D scanning and digital image correlation in structural experiments
146. Structural Response of Wire Arc Additively Manufactured Steel T‐stub Connections
147. A Review of Optimised Additively Manufactured Steel Connections for Modular Building Systems
148. Testing, simulation and design of cold-formed stainless steel CHS columns
149. Finite element modelling of composite cold-formed steel flooring systems
150. Design of laterally restrained web-tapered steel structures through a stiffness reduction method
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