Behaviour and Design of Steel and Composite Connections in Fire
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Behaviour and Design of Steel and Composite Connections in Fire
Wang, Yong; Jafarian, Mostafa
Taylor & Francis Ltd
11/2024
144
Mole
9780367681494
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1. Introduction. 2. Structural analysis of connections in fire. 3. Connection temperatures in fire. 4. Connection components and their force-displacement relations. 5. Application of the component based method for beam-column connection design in fire. 6. Hollow section connections. 7. Methods of improving connection performance. Appendix A. Thermal and mechanical properties of different types of steel at elevated temperatures. Appendix B. Examples of Checking for shear and bending of connections.
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structural interactions;load carrying mechanisms;Performance Based Fire Engineering;Composite Structures;intumescent coating;reactive fire;facade systems;non-reactive fire;Henry Adam prize;structural connections;Critical Buckling Temperature;Fin Plate Connection;Connection Components;Catenary Action;Endplate Connections;Sci P398;Peak Catenary;Connection Behaviour;Composite Connections;Eurocode En;Brace Member;Welded Tubular Connection;EHS;Chord Face;Hogging Moment;Maximum Compression Force;Total Compressive Force;Temperature Dependent Shear Modulus;Rectangular Hollow Sections;Total Clockwise Moment;Rotation Capacity;Column Web;Chord Face Failure;Total Anticlockwise Moment;Restrained Thermal Expansion
1. Introduction. 2. Structural analysis of connections in fire. 3. Connection temperatures in fire. 4. Connection components and their force-displacement relations. 5. Application of the component based method for beam-column connection design in fire. 6. Hollow section connections. 7. Methods of improving connection performance. Appendix A. Thermal and mechanical properties of different types of steel at elevated temperatures. Appendix B. Examples of Checking for shear and bending of connections.
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
structural interactions;load carrying mechanisms;Performance Based Fire Engineering;Composite Structures;intumescent coating;reactive fire;facade systems;non-reactive fire;Henry Adam prize;structural connections;Critical Buckling Temperature;Fin Plate Connection;Connection Components;Catenary Action;Endplate Connections;Sci P398;Peak Catenary;Connection Behaviour;Composite Connections;Eurocode En;Brace Member;Welded Tubular Connection;EHS;Chord Face;Hogging Moment;Maximum Compression Force;Total Compressive Force;Temperature Dependent Shear Modulus;Rectangular Hollow Sections;Total Clockwise Moment;Rotation Capacity;Column Web;Chord Face Failure;Total Anticlockwise Moment;Restrained Thermal Expansion