高強度鋼筋混凝土梁撓曲與剪力設計參數之探討

Yung Chih Wang; Yen Chou; Min Yuan Cheng; Ker Chun Lin; Li Yan Hong; Li Wen Ho

doi:10.6652/JoCICHE.201809_30(3).0001

高強度鋼筋混凝土梁撓曲與剪力設計參數之探討

Yung Chih Wang, Yen Chou, Min Yuan Cheng, Ker Chun Lin, Li Yan Hong, Li Wen Ho

土木工程學系

研究成果: 雜誌貢獻 › 期刊論文 › 同行評審

摘要

The purpose of the study is to propose the design guidelines for flexural and shear strengths of high-strength reinforced concrete (so called as New RC) beams. It concluded that the flexural and shear design methods are similar to the seismic specification of the RC design provisions ACI 318-14. However, the specified coefficients of the New RC beams are different from the coefficients provided in the ACI 318-14, which are the factors for the rectangular stress block, flexural strength reduction, anti-buckling spacing of the compressive reinforcement, the probable flexural strength of beams, and the yield strength limit of lateral hoops.

貢獻的翻譯標題	Design parameters for high-strength reinforced concrete beams
原文	繁體中文
頁（從 - 到）	163-170
頁數	8
期刊	Journal of the Chinese Institute of Civil and Hydraulic Engineering
卷	30
發行號	3
DOIs	https://doi.org/10.6652/JoCICHE.201809_30(3).0001
出版狀態	已出版 - 1 9月 2018

Keywords

Flexural strength
High-strength reinforced concrete (New RC)
Seismic design
Shear strength

存取文件

10.6652/JoCICHE.201809_30(3).0001

引用此

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abstract = "The purpose of the study is to propose the design guidelines for flexural and shear strengths of high-strength reinforced concrete (so called as New RC) beams. It concluded that the flexural and shear design methods are similar to the seismic specification of the RC design provisions ACI 318-14. However, the specified coefficients of the New RC beams are different from the coefficients provided in the ACI 318-14, which are the factors for the rectangular stress block, flexural strength reduction, anti-buckling spacing of the compressive reinforcement, the probable flexural strength of beams, and the yield strength limit of lateral hoops.",

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AU - Chou, Yen

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AU - Lin, Ker Chun

AU - Hong, Li Yan

AU - Ho, Li Wen

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AB - The purpose of the study is to propose the design guidelines for flexural and shear strengths of high-strength reinforced concrete (so called as New RC) beams. It concluded that the flexural and shear design methods are similar to the seismic specification of the RC design provisions ACI 318-14. However, the specified coefficients of the New RC beams are different from the coefficients provided in the ACI 318-14, which are the factors for the rectangular stress block, flexural strength reduction, anti-buckling spacing of the compressive reinforcement, the probable flexural strength of beams, and the yield strength limit of lateral hoops.

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KW - High-strength reinforced concrete (New RC)

KW - Seismic design

KW - Shear strength

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高強度鋼筋混凝土梁撓曲與剪力設計參數之探討

摘要

Keywords

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