论文信息 - Torsional effects in symmetrical steel buckling restrained braced frames: evaluation of seismic design provisions - 字舞流文

Torsional effects in symmetrical steel buckling restrained braced frames: evaluation of seismic design provisions

Pierre Léger | Robert Tremblay | Jonathan Roy | R. Tremblay | P. Léger | J. Roy

[1] Andrew S. Whittaker,et al. An equivalent accidental eccentricity to account for the effects of torsional ground motion on structures , 2014 .

[2] Mohsen Ghafory-Ashtiany,et al. Approximate formulas for rotational effects in earthquake engineering , 2012, Journal of Seismology.

[3] Stavros A. Anagnostopoulos,et al. An assessment of code designed, torsionally stiff, asymmetric steel buildings under strong earthquake excitations , 2011 .

[4] Stavros A. Anagnostopoulos,et al. Improved earthquake resistant design of torsionally stiff asymmetric steel buildings , 2011 .

[5] Keri L. Ryan,et al. Effects of torsion on the behavior of peripheral steel‐braced frame systems , 2011 .

[6] Sonia E. Ruiz,et al. Accidental Eccentricity of Story Shear for Low-Rise Office Buildings , 2011 .

[7] Stavros A. Anagnostopoulos,et al. Accidental design eccentricity: Is it important for the inelastic response of buildings to strong earthquakes? , 2010 .

[8] Stavros A. Anagnostopoulos,et al. Inelastic torsion of multistorey buildings under earthquake excitations , 2005 .

[9] Soheil Yavari,et al. Design for forces induced by seismic torsion , 2003 .