Infill with sliding panels in presence of a full-height opening: Experimental in-plane response

• Published in: Engineering structures 2019-10, Vol.197, p.109368, Article 109368
• Main Authors: Bolis, V., Paderno, A., Preti, M.
• Format: Article
• Language: English
• Subjects: Calibration; Damage mitigation; Deformability; Ductile infill; Earthquake damage; Enclosures; Fixtures; Formability; Infill-frame interaction; Infilled frames; Lateral loads; Masonry; Masonry infill; Mathematical models; Numerical models; Opening; Panels; Seismic performance; Sliding; Sliding joints; Stiffness
• ISSN: 0141-0296; 1873-7323
• DOI: 10.1016/j.engstruct.2019.109368

•Effect of an opening on the in-plane response of an infill with sliding joints.•Role of a vertical post confining the masonry at the opening side.•Effect of the post’s stiffness variation on the infill-frame interaction intensity.•Focus on the shear action in the vertical post.•Deflection of the vertical post and fixture protection. The paper discusses the effect of a full-height opening in the in-plane performance, under lateral loading, of a masonry infill wall partitioned with horizontal sliding joints. The innovative infill construction technique, which was already presented in previous works, is here tested implementing the details required by the presence of an opening. The specimen was designed with a vertical post located at the opening side, which is meant to protect the opening fixtures (window or door) from the infill sub-panels’ relative sliding. The results showed the efficiency of the post in governing the sliding mechanism between the infill sub-portions and the role of the post’s stiffness in modifying the in-plane response of the infill. Thanks to the post’s deformability, the overall infill-frame interaction was mitigated, as testified by the reduction of the specimen lateral strength with respect to previously tested similar infills without openings. The role of such deformability was explored by modifying the post’s stiffness with additional steel profiles coupled to the initial wooden post configuration, in different test phases. The direct measuring of the shear action at the post ends and of its deflection provided useful information for the design of the post and for the future calibration of numerical models.