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: Simplified Computer Approach to the Ultimate Load Analysis and Design of Reinforced Concrete Frames
Author(s): C. S. Krishnamoorthy and C. W. Yu
Publication: Journal Proceedings
Appears on pages(s): 690-699
Keywords: beams (supports);bending moments;columns (supports);compatiblity methods;computer programs;frames;hinges (structural);loads (forces);moments; reinforced concrete;structural analysis;structural design;ultimate strength method.
Abstract:This paper discusses the simplified limit method by Bkaer and the generalized compatiblity equation by Munro. A modified procedure by adjustment of rotations is proposed to the simplified limit method. The procedure is shown through examples to provide rapid convergence for solution. A computer program is presented in this paper for the analysis of reinforced concrete frames for five different cases of hinge pattern under two ultimate loading conditions. Three multi-story frames have been designed to illustrate the use of this program. The salient details of deisgn and results of analysis are presented. The amount of moment redistribution in theses frames is discussed. These frames have been tested analytically for the actual load at failure by a separate program developed for the inelastic stage-by-stage analysis of reinforced concrete frames. It is concluded that the ultimate load analysis program presented here is useful to the design engineers. Based on this investigation reccommendations are made for the ultimate load design of reinforced concrete frames.
Click here to become an online Journal subscriber