ACI SP 341 2020
$40.35
ACI SP-341 Structural Performance of Concrete Columns Incorporating Advanced Materials and Structural Systems
Published By | Publication Date | Number of Pages |
ACI | 2020 | 247 |
Columns are crucial structural elements in buildings and bridges. This Special Publication of the American Concrete Institute Committees 441 (Reinforced Concrete Columns) and 341A (Earthquake-Resistant Concrete Bridge Columns) presents the state-of-the-art on the structural performance of innovative bridge columns. The performance of columns incorporating high-performance materials such as ultra-high-performance concrete (UHPC), engineered cementitious composite (ECC), high-strength concrete, high-strength steel, and shape memory alloys is presented in this document. These materials are used in combination with conventional or advanced construction systems, such as using grouted rebar couplers, multi-hinge, and cross spirals. Such a combination improves the resiliency of reinforced concrete columns against natural and man-made disasters such as earthquakes and blast.
PDF Catalog
PDF Pages | PDF Title |
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1 | SP-341: Frontmatter |
7 | Table of Contents |
9 | SP-341-01: Behavior of High-Strength Concrete and Normal-Strength Concrete Columns under Blast Loading |
35 | SP-341-02: Combined use of UHPC and High-Performance Steel to Improve the Blast Performance of Columns with Square Cross-section |
56 | SP-341-03: Parameters Affecting the Axial Load Response of Ultra High Performance Concrete (UHPC) Columns |
79 | SP-341-04: Comparative Structural Response of UHPC and Normal Strength Concrete Columns under Combined Axial and Lateral Cyclic Loading |
105 | SP-341-05: Cyclic Behavior of a Reinforced Concrete Column with Unstressed Seven-Wire Steel Strands as Longitudinal Reinforcement |
113 | SP-341-06: Analysis and Design of NiTi Superelastic SMA-Reinforced ECC Bridge Columns |
139 | SP-341-07: Seismic Fragility Assessment of Shape Memory Alloy Reinforced Concrete Bridge Piers under Long Duration and Near-Fault Ground Motions |
168 | SP-341-08: Experimental Investigation on Mechanical Properties of Titanium Alloy Bars: Comparison with High-Strength Steel |
196 | SP-341-09: Seismic Behavior of Bridge Precast Columns with Grouted Rebar Couplers |
210 | SP-341-10: Using Multi-“Hinge” Hierarchical Activation to Improve Structural Robustness |
234 | SP-341-11: Using Cross Spirals in Confining High Strength Concrete Columns for More SeismicResiliency: A Review |