Engineering Commons^™

Inelastic Behavior And Seismic Design Of Multistory Chevron-Braced Frames With Yielding Beams, Charles W. Roeder, Andrew D. Sen, Hayato Asada, Sara M. Ibarra, Dawn E. Lehman, Jeffrey W. Berman, Keh-Chyuan Tsai, Ching-Yi Tsai, An-Chien Wu, Kung-Juin Wang, Ruyue Liu

Civil and Environmental Engineering Faculty Research and Publications

Chevron or inverted V-braced frames offer numerous architectural and structural advantages, but the current special concentrically braced frame (SCBF) seismic-design requirements in the American Institute of Steel Construction (AISC) Seismic Provisions for Structural Steel Buildings lead to deep, heavy chevron beams; as a result, few chevron SCBFs are built today. Recent research on single-story chevron SCBFs demonstrated that beam yielding can be advantageous at higher demand levels, and design for large, inelastic unbalanced brace-force demands may still result in acceptable seismic performance. However, this prior research did not consider the response of multistory frames. In particular, questions remain as to …