An Experimental Investigation of Laterally Prestressed Concrete Columns Under Eccentric Loads

An Experimental Investigation of Laterally Prestressed Concrete Columns Under Eccentric Loads PDF Author: Tak-Fong Wong
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 378

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An Experimental Investigation of Laterally Prestressed Concrete Columns Under Eccentric Loads

An Experimental Investigation of Laterally Prestressed Concrete Columns Under Eccentric Loads PDF Author: Tak-Fong Wong
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 378

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An Experimental Investigation of Laterally Prestressed Concrete Columns Under Eccentric Loads [microform]

An Experimental Investigation of Laterally Prestressed Concrete Columns Under Eccentric Loads [microform] PDF Author: Wong, Tak-Fong
Publisher: National Library of Canada
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 378

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An Experimental Investigation of Laterally Prestressed Concrete Columns Under Eccentric Loads

An Experimental Investigation of Laterally Prestressed Concrete Columns Under Eccentric Loads PDF Author: Tak-Fong Wong
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 0

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Masters Theses in the Pure and Applied Sciences

Masters Theses in the Pure and Applied Sciences PDF Author: Wade H. Shafer
Publisher: Springer Science & Business Media
ISBN: 147575776X
Category : Science
Languages : en
Pages : 299

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Book Description
Masters Theses in the Pure and Applied Sciences was first conceived, published, and dis seminated 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 ac tivity was 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 concerned 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 Corporation 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 19 (thesis year 1974) a total of 10,045 theses titles from 20 Canadian and 209 United States universities. We are sure that this broader base for theses titles reported will greatly enhance the value of this important annual reference work. The organization of Volume 19 is identical to that of past years. It consists of theses titles arranged by discipline and by university within each discipline.

An Experimental Investigation of Spirally Prestressed Concrete Columns

An Experimental Investigation of Spirally Prestressed Concrete Columns PDF Author: Ramkrishna Maruti Godse
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 250

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Prestressed Concrete Columns Under Concentric and Eccentric Loading

Prestressed Concrete Columns Under Concentric and Eccentric Loading PDF Author: Paul Zia
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 72

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Canadiana

Canadiana PDF Author:
Publisher:
ISBN:
Category : Canada
Languages : en
Pages : 704

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Master's Theses and Doctoral Dissertations in the Pure and Applied Sciences

Master's Theses and Doctoral Dissertations in the Pure and Applied Sciences PDF Author:
Publisher:
ISBN:
Category : Dissertations, Academic
Languages : en
Pages : 166

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Strength of High Strength Concrete Columns Under Eccentric Compression

Strength of High Strength Concrete Columns Under Eccentric Compression PDF Author: R. H. Basappa Setty
Publisher:
ISBN:
Category : Columns, Concrete
Languages : en
Pages : 130

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Book Description
The research work involved a study of behaviour and strength of eccentrically loaded High Strength Concrete columns. The research comprised experimental and analytical components. With regard to experimental work, twelve columns were manufactured and tested to failure. All columns were rectangular in cross-section with 300 mm x 100 mm as dimensions. The test specimens were loaded about the minor axis. The ratio of longitudinal reinforcement was either 1.47% (4 - 12 mm diameter bars) or 2.2% (6 - 12 mm diameter bars). The lateral reinforcement was in the form of rectangular closed ties made of 6 mm wires (W6). The spacing of ties was generally 50 mm, but, was decreased to 30 mm, at either ends to avoid premature failure.

ACI Materials Journal

ACI Materials Journal PDF Author:
Publisher:
ISBN:
Category : Concrete
Languages : en
Pages : 776

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