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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.
Showing 1-5 of 13 Abstracts search results
Document:
SP147
Date:
September 1, 1994
Author(s):
Editor: Daniel P. Abrams / Sponsored by: Joint ACI-ASCE Committee 442
Publication:
Symposium Papers
Volume:
147
Abstract:
Variations in masonry construction techniques from country to country exists today. Basic terminology used to describe masonry construction is different throughout American countries. This technical publication provides an opportunity to correlate performance of various masonry construction methods so that more can be learned about the sensitivities, or commonalities, inherent in the construction techniques that are used. This timely publication is a set of technical papers on various related topics authored by engineers from various North, Central, and South American countries. This special publication will be of interest to designers, constructors and specifiers. Note: The individual papers are also available as .pdf downloads.. Please click on the following link to view the papers available, or call 248.848.3800 to order. SP147
DOI:
10.14359/14187
SP147-12
P. A. Hidalgo
The main characteristics of Chilean masonry construction are presented, including reinforced masonry and confined masonry. The seismic behavior of masonry is discussed, with special emphasis on the reasons for the poor performance of hollow clay brick reinforced masonry during the March 3, 1985 earthquake, compared with the rest of Chilean construction. The codes available for structural design are analyzed, including the development of the revised version of the seismic code to prevent damage in future earthquakes, and preparation of the draft for the design of confined masonry. Finally, the research done in Chile to develop the code provisions for the design of reinforced masonry structures is summarized.
10.14359/4379
SP147-02
C. Casabbone
Presents the general description of masonry systems and construction practices in the Americas. As the most important use of masonry is the construction of midheight buildings destined to housing, emphasis is given in this chapter on the use of masonry in the construction of bearing wall diaphragm buildings.
10.14359/4375
SP147-08
R. Meli
Confined masonry walls constitute the basic vertical structural system for residential buildings up to five stories high in Mexico. The practice of their design and construction, their performance during recent earthquakes, and the changes in code regulations and in design and construction practice imposed by the lessons learned from the 1985 earthquake are discussed briefly. Also summarized is the experimental research that constitutes the basis for present design regulations. The comprehensive research program carried out since the late 1960s includes tests on units and mortars, small masonry subassemblages, full-scale walls, and complete structural systems.
10.14359/4368
SP147-04
A. E. Schultz
A brief overview of the performance of masonry structures subjected to extreme lateral loading events, including earthquakes, hurricanes, tornadoes, and blasts is presented. The overview includes a phenomenological description of the resistance mechanisms of masonry structural systems, as well as common failure modes and their underlying causes. Observations made in 10 North, Central, and South American countries are summarized, along with pertinent discussion that compares and contrasts the various experiences. Coverage includes reinforced masonry, confined masonry, unreinforced masonry (load-bearing walls and infill panels), adobe and other nonengineered, handmade masonry.
10.14359/4351
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