Effect of prestres on the damping of concrete
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Publisher:
Published: 1974
Total Pages:
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DOWNLOAD EBOOKRead and Download eBook Full
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Published: 1974
Total Pages:
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DOWNLOAD EBOOKAuthor: Troels Brondum-Nielsen
Publisher:
Published: 1974
Total Pages: 11
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DOWNLOAD EBOOKAuthor: Troels Brøndum-Nielsen
Publisher:
Published: 1974
Total Pages: 5
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DOWNLOAD EBOOKAuthor: Troels Broendum-Nielsen
Publisher:
Published: 1974
Total Pages: 12
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DOWNLOAD EBOOKAuthor:
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Published: 1974
Total Pages:
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DOWNLOAD EBOOKAuthor: P.W. Abeles
Publisher: CRC Press
Published: 1981-01-01
Total Pages: 600
ISBN-13: 9780721012278
DOWNLOAD EBOOKThe third edition of this authoritative handbook provides the structural designer with comprehensive guidance on prestressed concrete and its effective use, covering materials, behaviour, analysis and design of prestressed elements. It includes numerous examples, design charts and details of post-tensioning systems.
Author: Troels Brøndum-Nielsen
Publisher:
Published: 1974
Total Pages:
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DOWNLOAD EBOOKAuthor: Merlin Lehn James
Publisher:
Published: 1960
Total Pages: 192
ISBN-13:
DOWNLOAD EBOOKAuthor: Collin Hal Amick
Publisher:
Published: 2004
Total Pages: 800
ISBN-13:
DOWNLOAD EBOOKAuthor: Joseph Penzien
Publisher:
Published: 1962
Total Pages: 144
ISBN-13:
DOWNLOAD EBOOKUnder steady state conditions, internal damping in prestressed concrete members may be less than 1% of critical if the initial prestress is sufficient to prevent tension cracks from developing. If tension cracks are allowed to develop, but on a miscroscopic scale, damping can be expected of the order of 2% of critical. If larger (visible) cracks are permitted to develop, higher damping would result. Under transient conditions, the amount of internal damping present in prestressed concrete members depends to a great extent on the past history of loading and on the amplitude of displacements produced. For those cases where members have been dynamically loaded only a few times to a given stress level which produces considerable cracking, damping can be expected anywhere in the range of 3 to 6% of critical. Magnitude and type of prestress in concrete members have an indirect influence on internal damping only because these parameters control the amount of cracking which can take place. (Author).