Effect and evaluation of prying action for top- and seat-angle connections
Tóm tắt
Từ khóa
Tài liệu tham khảo
ABAQUS (2005) Theory Manual, Version 6.10, Hibbitt Karlsson & Sorensen, Inc., USA
ABAQUS/CAE (2005) User’s Manuals, Version 6.10, Hibbitt Karlsson & Sorensen, Inc., USA
Ahmed A (2002) Finite element analysis and modeling of M–θ r relation for connections with angles, PhD Thesis, Department of Civil Engineering and Architecture, Muroran Institute of Technology, Muroran, Japan
Ahmed A, Kishi N, Matsuoka KG, Komuro M (2001) Nonlinear analysis on prying of top- and seat-angle connections. J Appl Mech JSCE 4:227–236
American Institute of Steel Construction (2001) Manual of Steel Construction, Load and Resistance Factored Design, AISC, vol I & II, No. 2. Chicago
American Institute of Steel Construction (2005) Manual of Steel Construction, AISC Specification, Thirteenth edn. Chicago
Azizinamini A, Bradburn JH, Radziminski JB (1985) Static and cyclic behavior of semi-rigid steel beam-column connections, Structural research studies, Department of Civil Engineering, University of South Carolina, Columbia, S. C., March
CEN (1997) Eurocode 3, Part 1.1: Joint in Building Frames (Annex J), Comité Europeén de Normalisation, January
Faella C, Piluso V, Rizzano G (1996) Prediction of the flexural resistance of bolted connections with angles, IABSE Colloquium on Semirigid Structural Connections, Istanbul, pp 25–27, September
Harper WL (1990) Dynamic response of steel frames with semi- rigid connections, Structural research studies, Department of Civil Engineering, University of South Carolina, Columbia, S. C., May
Kishi N, Chen WF (1986) Data base of steel beam-to-column connections, Structural Engineering, Report No. CE-STR-86-26, School of Civil Engineering, Purdue University, West Lafayette, IN
Kishi N, Chen WF (1990) Moment- rotation relations of semi-rigid connections with angles. J Struct Eng ASCE 116(7):1813–1834