In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
American Concrete Institute
38800 Country Club Dr.
Farmington Hills, MI
Feedback via Email
Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Influence of masonry infill walls on the seismic performance of reinforced concrete frames
Author(s): Moreno González, R.; Bairán García, J. M.
Appears on pages(s): 89 - 99
Keywords: infill walls, vulnerability, seismic damage, reinforced concrete, pushover.
Abstract:The seismic behaviour of a very common building typology in Spain, reinforced concrete (RC) frame buildings, is investigated. Usually, divisions in these buildings are made by means of non-bearing masonry infill walls. It is the traditional practice not to consider the contribution of these in the resisting mechanism, especially for gravitational loads. However, under lateral loading, such as wind or earthquake, the existence or not of these infill walls may significantly influence the structural response. The objective of this paper is to know the influence of masonry infill walls in the seismic response of RC buildings. Based on structural details of a series of real drawings, an 8 stories reference building was defined and by means of non-linear static analysis, structural response and capacity with and without infill walls are evaluated. The results shown that infill walls are determinant in the structural behaviour against lateral loads, both in terms of stiffness and resistance.
ACI International Partner, ACHE Spain, International Partner Access.
View Resource »