Numerical investigation into I-shape brace connections of conventional concentrically braced frames

Engineering Structures - Tập 236 - Trang 112091 - 2021
Chen Wang1, Alina Rudman1, Robert Tremblay2, Colin A. Rogers1
1Department of Civil Engineering and Applied Mechanics, McGill University, Montreal, QC, Canada
2Department of Civil, Geological and Mining Engineering, Polytechnique Montréal, Montreal, QC, Canada

Tài liệu tham khảo

Canadian Standards Association (CSA) S16-19. Design of steel structures. Toronto, ON, Canada; 2019. American Society of Civil Engineers/Structural Engineering Institute (ASCE/SEI) 7-16. Minimum Design Loads and associated criteria for buildings and other structures. Reston, Virginia, USA; 2016. EN 1998‐1. Eurocode 8: Design of Structures for Earthquake Resistance – Part 1: general Rules, Seismic Actions and Rules for Buildings. Brussels: European Committee for Standardization; 2004. Standards New Zealand (NZS). NZS 3404 Part 1:1997, Steel Structures Standard Incorporating Amendment No. 1 and Amendment No. 2. Wellington, NZ; 2007. GB50017-2017. Standards for Design of Steel Structures. Beijing, China: Ministry of Housing and Urban-Rural Development of the People’s Republic of China; 2017 [in Chinese]. National Institute for Land and Infrastructure Management & Building Research Institute. Manual for Structural Regulations for Building Design. All Japan Official Gazette Inc; 2015. [in Japanese]. Architectural Institute of Japan. Recommendation for Design of Connections in Steel Structures; 2012 [in Japanese]. Astaneh-Asl, 1998 Whitmore, 1952 Chakrabarti, 1985, Tests of full-size gusset plate connections, J Struct Eng, 111, 667, 10.1061/(ASCE)0733-9445(1985)111:3(667) Huns, 2006, Tension and shear block failure of bolted gusset plates, Can J Civ Eng, 33, 395, 10.1139/l05-104 Teh, 2019, Ultimate tensile resistance of bolted gusset plates, Pract Period Struct Des Constr, 24 Thornton, 1984, Bracing connections for heavy construction, Eng J, 21, 139 Cheng, 1994, Elastic buckling strength of gusset plate connections, J Struct Eng, 120, 538, 10.1061/(ASCE)0733-9445(1994)120:2(538) Yam, 2002, Behavior and design of gusset plate connections in compression, J Constr Steel Res, 58, 1143, 10.1016/S0143-974X(01)00103-1 Astaneh-Asl, 2006 Lehman, 2008, Improved seismic performance of gusset plate connections, J Struct Eng, 134, 890, 10.1061/(ASCE)0733-9445(2008)134:6(890) Roeder, 2011, A balanced design procedure for special concentrically braced frame connections, J Constr Steel Res, 67, 1760, 10.1016/j.jcsr.2011.04.016 Sen, 2016, Experimental evaluation of the seismic vulnerability of braces and connections in older concentrically braced frames, J Struct Eng (United States), 142 Sen, 2017, Development and evaluation of seismic retrofit alternatives for older concentrically braced frames, J Struct Eng, 143, 04016232, 10.1061/(ASCE)ST.1943-541X.0001738 Bradley, 2017, Full-scale cyclic testing of low-ductility concentrically braced frames, J Struct Eng, 143, 10.1061/(ASCE)ST.1943-541X.0001760 Sizemore, 2017, Parametric study of low-ductility concentrically braced frames under cyclic static loading, J Struct Eng, 143, 10.1061/(ASCE)ST.1943-541X.0001761 Sizemore, 2019, Seismic performance assessment of low-ductility concentrically braced frames, J Struct Eng, 145, 10.1061/(ASCE)ST.1943-541X.0002276 Rudman, 2018 Rudman, 2021, Conventional I-shape brace member bolted connections under seismic loading: laboratory study, J Constr Steel Res (Under review), 10.1016/j.jcsr.2021.106795 American Institute of Steel Construction (AISC) 360-16. Specification for Structural Steel Buildings. Chicago, IL, USA; 2016. Abaqus 6.14 Documentation. Providence, RI, USA: Systèmes Dassault Simulia Corp.; 2014. Citipitioglu, 2002, Refined 3D finite element modeling of partially-restrained connections including slip, J Constr Steel Res, 58, 995, 10.1016/S0143-974X(01)00087-6 Bagheri Sabbagh, 2013, Cyclic behaviour of bolted cold-formed steel moment connections: FE modelling including slip, J Constr Steel Res, 80, 100, 10.1016/j.jcsr.2012.09.010 Bursi, 1998, Basic issues in the finite element simulation of extended end plate connections, Comput Struct, 69, 361, 10.1016/S0045-7949(98)00136-9 American Society for Testing and Materials (ASTM) A370-17. Standard Test Methods and Definitions for Mechanical Testing of Steel Products. West Conshohocken, PA: ASTM International; 2017. Kulak, 2001 Tousignant, 2017, Numerical investigation of fillet welds in HSS-to-rigid end-plate connections, J Struct Eng, 143, 10.1061/(ASCE)ST.1943-541X.0001889 American Society for Testing and Materials (ASTM) A6/A6M-17. Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling. West Conshohocken, PA: ASTM International; 2017. Canadian Standards Association (CSA) G40.20-13/G40.21-13. General requirements for rolled or welded structural quality steel/Structural quality steel. Toronto, ON: Canadian Standards Association; 2013. Wang, 2013, Numerical study on seismic behaviors of steel frame end-plate connections, J Constr Steel Res, 90, 140, 10.1016/j.jcsr.2013.07.033 Abaqus Analysis User's Guide. Providence, RI, USA: Systèmes Dassault Simulia Corp.; 2016. Wang C, González Ureña A, Afifi M, Rudman A, Tremblay R, Rogers CA. Conventional construction steel braces with bearing plate energy dissipation. In: 17th World Conference on Earthquake Engineering, Sendai, Japan; 2021. Fisher, 1965, Analysis of bolted butt joints, J Struct Div, ASCE, 91, ST5 Fisher, 1968, Tests of bolted butt splices, J Struct Div, ASCE, 94, ST11 Kulak, 1967 Bendigo, 1963, Long bolted Joints, J Struct Div, 89, ST6, 10.1061/JSDEAG.0001000