Authors' closure on the discussion of the article: 'Assessing the influence of fibers on the flexural behavior of reinforced concrete beams with different longitudinal reinforcement ratios' (discussion by Markic et al.)

Conforti Antonio; Zerbino Raul; Plizzari Giovanni A.

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Authors' closure on the discussion of the article: 'Assessing the influence of fibers on the flexural behavior of reinforced concrete beams with different longitudinal reinforcement ratios' (discussion by Markic et al.)

机译：作者关闭了文章的讨论：“评估纤维对不同纵向增强比率钢筋混凝土梁弯曲行为的影响”（Markic等人讨论）

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来源
《Structural concrete》 |2021年第3期|1892-1893|共2页
作者
Conforti Antonio; Zerbino Raul; Plizzari Giovanni A.;
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作者单位

Univ Brescia DICATAM Dept Civil Environm Architectural Engn & Brescia Italy;

La Plata Natl Univ Dept Civil Engn La Plata Argentina;

Univ Brescia DICATAM Dept Civil Environm Architectural Engn & Brescia Italy;

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1. Discussion on 'Assessing the influence of fibers on the flexural behavior of reinforced concrete beams with different longitudinal reinforcement ratios' by Conforti et al. [J] . Markic Tomislav, Amin Ali, Kaufmann Walter, Structural concrete . 2021,第3期

机译：浅谈“评估纤维对不同纵向加强率的纤维弯曲行为”令人难以赴的兴奋等。
2. Assessing the influence of fibers on the flexural behavior of reinforced concrete beams with different longitudinal reinforcement ratios [J] . Conforti Antonio, Zerbino Raul, Plizzari Giovanni Structural concrete . 2021,第1期

机译：评估纤维对不同纵向加强比钢筋混凝土梁弯曲行为的影响
3. Discussions on the Maximum Longitudinal Reinforcement Ratio as a Ductility Requirement for Reinforced Concrete Beams by the Code of Practice for the Structural Use of Concrete 2004 and Recommendation of Alternatives [J] . LAW Chi Wai The HKIE Transactions . 2011,第3期

机译：《 2004年混凝土结构使用操作规范》中关于最大纵向钢筋比作为钢筋混凝土梁延性要求的讨论和替代建议
4. Behavior of High-Strength Concrete Beams Reinforced with Different Types of Flexural Reinforcement and Fiber [C] . J.M.Yang, K.H.Min, H.O.Shin, International conference on FRP composites in civil engineering;CICE 2010 . 2010

机译：不同类型的抗弯钢筋和纤维加固高强混凝土梁的性能
5. The influence of concrete strength and longitudinal reinforcement ratio on the shear strength of large-size reinforced concrete beams with, and without, transverse reinforcement. [D] . Angelakos, Dino. 1999

机译：混凝土强度和纵向配筋率对带有或不带有横向钢筋的大型钢筋混凝土梁抗剪强度的影响。
6. Analysis of Residual Flexural Stiffness of Steel Fiber-Reinforced Concrete Beams with Steel Reinforcement [O] . Violetta K. Kytinou, Constantin E. Chalioris, Chris G. Karayannis 2020

机译：钢纤维加固的钢纤维混凝土梁的残余抗弯刚度分析
7. A STUDY ON CHARACTERISTICS OF REINFORCED CONCRETE SPANDRELS-BEAMS-COLUMNS TYPED FRAMES WITH THE STRUCTURAL SLITS : Part II-Analysis of flexural strength and discussions on behavior of spandrel-beams [O] . Shin-ich SHIOYA 1990

机译：具有结构狭缝的钢筋混凝土钢筋混凝土钢丝柱型框架特性研究：第二部分 - 弯曲强度分析及施工梁的行为探讨

Authors' closure on the discussion of the article: 'Assessing the influence of fibers on the flexural behavior of reinforced concrete beams with different longitudinal reinforcement ratios' (discussion by Markic et al.)

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