Seismic performance of steel moment frames considering the effects of column-base hysteretic behavior and gravity framing system. Issue 144 (May 2021)

• Record Type: Journal Article
• Authors: Torres-Rodas, Pablo; Flores, Francisco; Pozo, Sebastian; Astudillo, Bryam X.
• Is Part Of: Soil dynamics and earthquake engineering. Issue 144(2021)
• Publication Date: 2021-05
• Subjects: Soil dynamics -- Periodicals; Earthquake engineering -- Periodicals; Sols -- Dynamique -- Périodiques; Génie parasismique -- Périodiques; 624.176205
• DOI: 10.1016/j.soildyn.2021.106654
• Languages: English
• ISSNs: 0267-7261

Abstract

Abstract: This paper presents a parametric study conducted on five Steel Moment Frames (SMFs) varying in height (2-, 4-, 8-, 12-, and 20- story) to assess the interactive effect of the column base hysteretic behavior, continuous gravity columns and partially restrained gravity beam-column connections in their seismic performance. The frame response is examined through sophisticated Nonlinear Time History (NTH) and Nonlinear Static Pushover (NSP) analyses conducted as per FEMAp695 methodology. For each SMF, a range of base connection strengths (and their corresponding rotational stiffnesses) accompanied by different levels of gravity columns rigidity and gravity connection strengths are assigned, resulting in a total of 80 model simulations. Two collapse/failure limit states are formulated for the assessment 1) sidesway collapse defined as per FEMAp695; and 2) column-base connection failure, defined as base rotations exceeding a 0.05 rad threshold. Results from the simulations indicate that the gravity framing system profoundly affects the behavior of the SMFs analyzed by reducing their probability of collapse. In this manner, the seismic demands for the design of column-base connections can be reduced safely, incorporating their high deformation capacity as part of the energy dissipative mechanisms. Potential design implications are discussed, and limitations, as well as lines for future research, are outlined. Highlights: This paper assesses the influence of column base behavior and the gravity framing system in the performance of SMFs. NTH and NSP Analyses are conducted in each mathematical model developed. The desirable hysteretic properties of the column base might be leveraged as part of the energy dissipative mechanisms. The study provides new insights about Steel Moment Frames' behavior.