An Investigation Of Concrete Masonry Wall And Concrete Slab Interaction PDF Download

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Masters Theses in the Pure and Applied Sciences

Masters Theses in the Pure and Applied Sciences
Author: Wade Shafer
Publisher: Springer Science & Business Media
Total Pages: 335
Release: 2012-12-06
Genre: Science
ISBN: 1461337003

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Masters Theses in the Pure and Applied Sciences was first conceived, published, and disseminated by the Center for Information and Numerical Data Analysis and Synthesis (CINDAS) * at Purdue University in 1957, starting its coverage of theses with the academic year 1955. Beginning with Volume 13, the printing and dissemination phases of the activity were transferred to University Microfilms/Xerox of Ann Arbor, Michigan, with the thought that such an arrangement would be more beneficial to the academic and general scientific and technical community. After five years of this joint undertaking we had concluded that it was in the interest of all con cerned if the printing and distribution of the volume were handled by an international publishing house to assure improved service and broader dissemination. Hence, starting with Volume 18, Masters Theses in the Pure and Applied Sciences has been disseminated on a worldwide basis by Plenum Publishing Cor poration of New York, and in the same year the coverage was broadened to include Canadian universities. All back issues can also be ordered from Plenum. We have reported in Volume 26 (thesis year 1981) a total of 11 ,048 theses titles from 24 Canadian and 21 8 United States universities. We are sure that this broader base for these titles reported will greatly enhance the value of this important annual reference work. While Volume 26 reports theses submitted in 1981, on occasion, certain univer sities do report theses submitted in previous years but not reported at the time.


Masonry Structural Design

Masonry Structural Design
Author: Richard E. Klingner
Publisher: McGraw Hill Professional
Total Pages: 589
Release: 2010-02-08
Genre: Technology & Engineering
ISBN: 0071638318

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A Complete Guide to Masonry Materials and Structural Design Written by the former chair of the Masonry Standards Joint Committee (MSJC), this authoritative volume covers the design of masonry structures using the 2009 International Building Code and the 2008 MSJC Code and Specification. Masonry Structural Design emphasizes the strength design of masonry and includes allowable-stress provisions. Innovations such as autoclaved aerated concrete masonry (AAC) are also discussed. Real-world case studies featuring a low-rise building with reinforced concrete masonry and a four-story building with clay masonry illustrate the techniques presented in this comprehensive resource. Coverage includes: Basic structural behavior and design of low-rise, bearing wall buildings Materials used in masonry construction Code basis for structural design of masonry buildings, including seismic design Introduction of MSJC treatment of structural design Strength design of reinforced and unreinforced masonry elements Allowable-stress design of reinforced and unreinforced masonry elements Comparison of design by the allowable-stress approach versus the strength approach Lateral load analysis of shear wall structure Design and detailing of floor and roof diaphragms


Investigations of Concrete Masonry

Investigations of Concrete Masonry
Author: Waterways Experiment Station (U.S.).
Publisher:
Total Pages: 50
Release: 1962
Genre: Concrete
ISBN:

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Fourteen groups of concrete masonry units were tested for drying shrinkage by CRD-C 73. During the drying period, samples were tested for moisture condition by the relative humidity method (CRD-C 76). The tests were performed at six Corps of Engineers laboratories. The relation between shrinkage, expressed as length change, percent, and equilibrium relative humidity was studied. No single pattern was apparent. Units at modified British equilibrium which would be expected to be in equilibrium with 21% relative humidity were found by test to be in equilibrium with relative humidities from 0.0 to 33.5%. Further study is recommended. (Author).