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Beam-column connections

The columns are simply supported at the base and continuous at the beam-column connection. This configuration can be modeled as 3 cantilevered columns acting in parallel with a concentrated load and mass at the tip. [Pg.247]

Zhang YF. 2010. Study on axial compressive behavior of the composite CFST and seismic research on RC beam-column connections. Doctor Thesis, Chang an University, Xi an, China. [Pg.370]

The beam-column connections used in these frames consisted of equal leg pultruded GRP angles connected to the flanges and webs of the beam and column by means of fibre bolts. Because of the low stiffness and strength of their resin threads, fibre bolts are unable to support significant torques. A conventional fibre bolted angle to base plate connection was adopted for the column feet. [Pg.619]

Figure 2 Section normal to the beam axis showing the beam-column connection details (dimensions in mm). Figure 2 Section normal to the beam axis showing the beam-column connection details (dimensions in mm).
Owen DRJ, Hinton E (1986) Finite element in plasticity. Pineridge Press Limited, Swansea Supaviriyakit T, Pimanmas A, Wamitchai P (2008) Nonlinear finite element analysis of non-seismically detailed interior RC beam-column connection under reversed cyclic load. ScienceAsia 34 049-058... [Pg.242]

Fig. 14.3 ERP strengthening system details (DPC-ReLUIS Guidelines 2011) (a) SRP uniaxial system to sustain horizontal actions due to strong infills (b) L-shaped FRP laminates at beam column connection (c) Shear capacity increase of beam column joint panel (d) Column end confinement (e) Beam end FRP wrapping (f) FRP strengthened Joint... Fig. 14.3 ERP strengthening system details (DPC-ReLUIS Guidelines 2011) (a) SRP uniaxial system to sustain horizontal actions due to strong infills (b) L-shaped FRP laminates at beam column connection (c) Shear capacity increase of beam column joint panel (d) Column end confinement (e) Beam end FRP wrapping (f) FRP strengthened Joint...
Additionally, post-earthquake examinations of RC buildings in several countries located in high seismicity zones showed also that one of the weakest links in the lateral load-resisting system is the beam-column joint. That is, in RC frames, the beam-column connection is one of the critical components in the lateral load path. Column load is vertically transmitted through the... [Pg.518]

Li, J., Samali, B., Ye, L., and Bakoss, S. (2002). Behavior of concrete beam-column connections reinforced with hybrid FRP sheet . Composite Structures, 57 357-365. [Pg.549]

Clark, R, Frank, K., Krawinkler, H. Shaw, R. 1997. Protocol for fabrication, inspection, testing and documentation of beam-column connection tests and other experimental specimens. Report No. SAC/BD-97/02, Sacramento, California. [Pg.376]

Other types of metallic dampers have been developed for beam-column connections, braces and base isolation systems. Early developments include the U-strip hysteretic dampers and the T-ADAS damper. Other examples include the honeycomb damper used as seismic isolation system in bridges, C-shaped and E-shaped hysteretic dampers for bridges, slit-type dampers applied to beam-column connections or brace members, yielding shear panels, cast-iron yielding fuses installed in braces and hourglass shape pins installed in beam-column connections. A complete reference list for the aforementioned metallic dampers is provided in Vasdravellis et al. (2014). [Pg.399]

For beam-column connections, Aslani considers different fragility curves for interior beam-column connections and exterior beam column connections. Damage state definitions are identical in the two cases, and they are shown in Table 3, while fragility functions, based on experimental data, can be really different. The numerical estimation for joints is again affected by high uncertainties. [Pg.3204]

ACI 352R-02 (2002) Recommendations for design of beam-column connections in monolithic reinforced concrete structures. American Concrete Institute, Farmington Hills... [Pg.3207]

Ibarra LF, Medina RA, Krawinkler H (2005) Hysteretic models that incorporate strength and stiffiiess deterioration. Earthq Eng Stmct Dyn 34 1489-1511 Kim J, LaFave JM (2007) Key influence parameters for the joint shear behavior of reinforced concrete (RC) beam-column connections. Eng Stmct 29 2523-2539... [Pg.3209]

Vollimi RL (1998) Design and analysis of exterior beam column connections. PhD dissertation. Imperial College of Science Technology and Medicine-University of Ixmdrai... [Pg.3210]

Wolski M, Rides JM, Sause R (2009) Experimental study of a self-centering beam-column connection with bottom flange friction device. J Stmct Eng 135(5) 479-488... [Pg.3417]

Structural elements (beams, columns, connections, etc.) are generally designed first for... [Pg.3627]

R.L. Jindal and K.A. Hassan, Behavior of steel fiber reinforced concrete beam-column connections , in G.C. Hoff (ed.) Fiber Reinforced Concrete International Symposium SP-81, American Concrete Institute, Farmington Hill, Ml, 1984, pp. 107-124. [Pg.274]

See other pages where Beam-column connections is mentioned: [Pg.63]    [Pg.142]    [Pg.161]    [Pg.619]    [Pg.620]    [Pg.624]    [Pg.636]    [Pg.247]    [Pg.256]    [Pg.343]    [Pg.364]    [Pg.194]    [Pg.2087]    [Pg.2313]    [Pg.2886]    [Pg.3198]    [Pg.3390]    [Pg.3747]   
See also in sourсe #XX -- [ Pg.224 , Pg.255 , Pg.271 , Pg.314 , Pg.331 , Pg.347 , Pg.437 ]



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