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TURNITIN - HIGH-STRENGTH FLEXURAL REINFORCEMENT IN REINFORCED CONCRETE FLEXURAL MEMBERS UNDER MONOTONIC LOADING

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2.HIGH-STRENGTH FLEXURAL REINFORCEMENT IN

REINFORCED CONCRETE

FLEXURAL MEMBERS UNDER MONOTONIC LOADING

by Leonardus Setia Budi Wibowo

Submission date: 08-Mar-2019 03:46AM (UTC-0500) Submission ID: 1089884970

File name: REINFORCED_CONCRETE_FLEXURAL_MEMBERS_UNDER_MONOTONIC_LOADING.pdf (3.42M) Word count: 6708

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22 %

SIMILARIT Y INDEX

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INT ERNET SOURCES

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PUBLICAT IONS

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2.HIGH-STRENGTH FLEXURAL REINFORCEMENT IN

REINFORCED CONCRETE FLEXURAL MEMBERS UNDER MONOTONIC LOADING

ORIGINALITY REPORT

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www.dot.ca.gov

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engineering.pitt.edu

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repository.ntu.edu.sg

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scholarbank.nus.edu.sg

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Elasticity of Cement-Treated Aggregate Base

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Materials", Transportation Research Record:

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Maria S. Panfil. "Late Holocene stratigraphy of the Tetimpa archaeological sites, northeast flank of Popocatépetl volcano, central Mexico", Geological Society of America Bulletin, 02/1999

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Exclude quotes Of f Exclude bibliography Of f

Exclude matches Of f Int ernet Source

repositories.lib.utexas.edu

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FINAL GRADE

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2.HIGH-STRENGTH FLEXURAL REINFORCEMENT IN

REINFORCED CONCRETE FLEXURAL MEMBERS UNDER MONOTONIC LOADING

GRADEMARK REPORT

GENERAL COMMENTS

Instructor

PAGE 1 PAGE 2 PAGE 3 PAGE 4 PAGE 5 PAGE 6 PAGE 7 PAGE 8 PAGE 9 PAGE 10 PAGE 11

Referensi

Dokumen terkait

Limit state Reinforced Concrete Initiation or time before steel corrosion Service life of reinforced concrete Propagation Depassivation time Start of corrosion Cracking of concrete