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A platform for research: civil engineering, architecture and urbanism
Why Direct Tension Test Specimens Break Flexing to the Side
Why Direct Tension Test Specimens Break Flexing to the Side
Why Direct Tension Test Specimens Break Flexing to the Side
Bazant, Z. P. (author) / Cedolin, L. (author)
JOURNAL OF STRUCTURAL ENGINEERING -NEW YORK- ; 119 ; 1101
1993-01-01
1101 pages
Article (Journal)
Unknown
DDC:
624.1
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Why Direct Tension Test Specimens Break Flexing to the Side.
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