Serviceability and Ultimate Load Behavior of Concrete Beams Reinforced with Basalt Fiber-Reinforced Polymer Bars (English)
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In:
ACI structural journal
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113
, 4
;
2016
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ISSN:
- Article (Journal) / Print
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Title:Serviceability and Ultimate Load Behavior of Concrete Beams Reinforced with Basalt Fiber-Reinforced Polymer Bars
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Contributors:
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Published in:ACI structural journal ; 113, 4
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Publisher:
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Place of publication:Farmington, Mich.
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Publication date:2016
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ISSN:
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DOI:
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Type of media:Article (Journal)
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Type of material:Print
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Language:English
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Table of contents – Volume 113, Issue 4
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
- 641
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Table of Contents| 2016
- 643
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Experimental Investigation on Effect of Aspect Ratio on Behavior of Isolated Reinforced Concrete StrutsGhanei, Amir H et al. | 2016
- 655
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Experimental Study of Nonplanar Wall-to-Beam Connections under Cyclic LoadingAbdullah, Saman et al. | 2016
- 665
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Seismic Tests on Heavyweight Concrete Shear Walls with Wire Ropes as Lateral ReinforcementMun, Ju-Hyun et al. | 2016
- 677
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Shear Behavior of Externally Prestressed Concrete Beams with Draped TendonsQi, Jia-Nan et al. | 2016
- 689
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New Extended Finite Element Method for Pinching Effect in Reinforced Concrete ColumnsYu, Jiangtao et al. | 2016
- 701
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Experimental Studies of Reinforced Concrete Beams Using Embedded Steel TrussesZhang, Nan et al. | 2016
- 711
-
Sliding Shear Resistance of Squat Walls under Reverse Loading: Mechanical Model and Parametric StudySchuler, Harald et al. | 2016
- 723
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Arrangement of Transverse Reinforcement in Hollow Piers Subjected to Lateral LoadPrado, Néstor I et al. | 2016
- 735
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Second-Order Effects on Seismic Response of Slender Bridge ColumnsBurgueño, Rigoberto et al. | 2016
- 747
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Simplified Approach for Assessing Shear Resistance of Reinforced Concrete Beams under Impact LoadsYi, Wei-Jian et al. | 2016
- 757
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Serviceability and Ultimate Load Behavior of Concrete Beams Reinforced with Basalt Fiber-Reinforced Polymer BarsOvitigala, by Thilan et al. | 2016
- 769
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Prediction of Long-Term Deflections for High-Speed Railway Prestressed Concrete BeamsXue, Weichen et al. | 2016
- 779
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Influence of Tension Loading Protocol on Crack Cycling Tests on Undercut AnchorsSharma, Akanshu et al. | 2016
- 791
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Strut Efficiency-Based Design for Concrete Deep Beams Reinforced with Fiber-Reinforced Polymer BarsMohamed, Khaled et al. | 2016
- 801
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Effect of Preexisting Cracks on Lap Splice Strength of Reinforcing BarsYuan, Jiqiu et al. | 2016
- 813
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Analytical Model for Compressive Arch Action in Horizontally Restrained Beam-Column SubassemblagesKang, Shao-Bo et al. | 2016
- 827
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Performance of Punching Shear Reinforcement under Gravity Loading: Influence of Type and DetailingEinpaul, Jürgen et al. | 2016
- 839
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Behavior of Storage Cells in Condeep Structure under Hydrostatic PressureHelmy, Amr et al. | 2016
- 851
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Reversed Cyclic Experiments on Shear Stress Transfer across Cracks in Reinforced Concrete ElementsCalvi, Paolo M et al. | 2016
- 861
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Punching Shear Capacity of Continuous SlabsEinpaul, Jürgen et al. | 2016
- 873
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Experimental Investigation of Prestress Losses in Full-Scale Bridge GirdersJosé R Martí-Vargas et al. | 2016
- 874
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Sustained Service Load Behavior of Concrete Beams with Recycled Concrete AggregatesArvydas Rimkus et al. | 2016
- 876
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Compressive Strength of Unreinforced StrutsDipak Kumar Sahoo et al. | 2016