Potential Use of Locked Brick Infill Walls to Decrease Soft-Story Formation in Frame Buildings

MISIR İ. S.

JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES, vol.29, no.5, 2015 (SCI-Expanded) identifier identifier

  • Publication Type: Article / Article
  • Volume: 29 Issue: 5
  • Publication Date: 2015
  • Doi Number: 10.1061/(asce)cf.1943-5509.0000633
  • Journal Name: JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES
  • Journal Indexes: Science Citation Index Expanded (SCI-EXPANDED), Scopus
  • Keywords: Numerical simulation, Nonlinear static time-history analysis, Masonry infill, Locked brick, Sliding joints, Shear behavior, Soft-story mechanism, SEISMIC RESPONSE, MASONRY INFILLS, R/C FRAMES, BEHAVIOR, MODEL
  • Dokuz Eylül University Affiliated: Yes

Abstract

The objective of this study is to investigate the effects of a new type of infillcalled locked brick infill adopting horizontal sliding jointsin reducing the soft-story formation in reinforced concrete (RC) frames with code-conforming seismic detailing. Nonlinear static time-history analyses were performed on multistory planar frames with only the upper stories infilled in order to force the soft-story irregularity. The parameters of frame and infill elements that were used in numerical simulations were obtained from half-scale RC infilled frame tests that had been performed by the author covering single story-single bay frames infilled with standard and locked bricks. The numerical simulations showed that the use of locked bricks to form infill walls has the potential to decrease the soft-story/weak-story formation in comparison to standard bricks due to its shear sliding mechanism and decreased upper-story/first-story stiffness, even in buildings that have noninfilled first stories. (C) 2014 American Society of Civil Engineers.