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: Response of Buildings to Lateral Forces
Author(s): ACI Committee 442
Publication: Journal Proceedings
Appears on pages(s): 81-106
Keywords: blast loads;buildings;computer programs;continuum hypothesis;deflection;drift; ductility;dynamic loads;dynamic structural analysis;earthquake resistant structures;foundations;frames;isolation;lateral pressure;lateral stablity;matrix methods.
Abstract:This report presents a review and evaluation of the various structural systems employed in current building practice, with particular refernce to their function in resisting lateral loads. Lateral load analysis and design considerations associated with each of the systems are briefly discussed. The structural systems considered are those consisting of one or more of the following basic units: frames, shear walls, and tubes. A brief discussion of isolation techniques for earthquake resistance, as well as foundation design considerations for lateral forces is also given. The report is intended as a compact reference source for the practicing engineer who has to design buildings to resist lateral loads.
Click here to become an online Journal subscriber