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Part of a series that details the method of design and provides design capacity tables and detailing parameters for a range of tubular connections commonly used in Australia. This design guide brings together a number of design models for bolted connections between tubular members that lie in the same plane and provide continuity in design actions between the two members associated with the connection.
Part of a series that details the method of design and provides design capacity tables and detailing parameters for a range of tubular connections commonly used in Australia. This design guide on fully welded simple planar connections covers connections of single brace members into chord members where there is no or limited interaction with adjacent brace members.
Part of a series that details the method of design and provides design capacity tables and detailing parameters for a range of tubular connections commonly used in Australia. This design guide brings together a number of design models for plate filaments that are connected directly to SSHS members and may act as intermediate components in connections.
Part of a series that details the method of design and provides design capacity tables and detailing parameters for a range of tubular connections commonly used in Australia. This design guide brings together a number of design models for end connections associated with bracing members in frames that are usually subjected to predominantly axial tenson and/or compression and are pin-ended.
This is the first design guide on concrete filled double skin steel tubular (CFDST) structures. It addresses in particular CFDST structures with plain concrete sandwiched between circular hollow sections, and provides the relevant calculation methods and construction provisions for CFDST structures. These inherit the advantages of conventional concrete-filled steel tubular (CFST) structures, including high strength, good ductility and durability, high fire resistance and favourable constructability. Moreover, because of their unique sectional configuration, CFDST structures have been proved to possess lighter weight, higher bending stiffness and better cyclic performance than conventional CFST. Consequently CFDST can offer reduced concrete consumption and construction costs. This design guide is for engineers designing electrical grid infrastructures, wind power towers, bridge piers and other structures requiring light self-weight, high bending stiffness and high bearing capacity.
Part of a series that details the method of design and provides design capacity tables and detailing parameters for a range of tubular connections commonly used in Australia. This design guide on fully welded gap planar connections covers connections of two or more brace members framing into the same side of a chord member, where a gap exists between the adjacent brace members along the connected face of the chord member.
This is the first design guide on concrete filled double skin steel tubular (CFDST) structures. It addresses in particular CFDST structures with plain concrete sandwiched between circular hollow sections, and provides the relevant calculation methods and construction provisions for CFDST structures. These inherit the advantages of conventional concrete-filled steel tubular (CFST) structures, including high strength, good ductility and durability, high fire resistance and favourable constructability. Moreover, because of their unique sectional configuration, CFDST structures have been proved to possess lighter weight, higher bending stiffness and better cyclic performance than conventional CFST. Consequently CFDST can offer reduced concrete consumption and construction costs. This design guide is for engineers designing electrical grid infrastructures, wind power towers, bridge piers and other structures requiring light self-weight, high bending stiffness and high bearing capacity.
Presentation of the latest scientific and engineering developments in the field of tubular steel structures. Covers key and emerging subjects of hollow structural sections, such as: static and fatigue behaviour of connections/joints, concrete filled hollow sections and composite tubular members, offshore structures, earthquake resistance,
Part of a series that details the method of design and provides design capacity tables and detailing parameters for a range of tubular connections commonly used in Australia. This design guide on fully welded overlap planar connections covers connections of two or more brace members into a chord member, where the adjacent brace members along the connected face of the chord member are overlapped.