SP-341 Structural Performance of Concrete Columns Incorporating Advanced Materials and Structural Systems

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ACI Committees 441 – Reinforced Concrete Columns and 341A – Earthquake-Resistant Concrete Bridge Columns, Mohamed A. ElGawady

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Description

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.

Keywords:

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Document Details

Pages: 247

ISBN: 9781641951050

Categories: Bridges, Cementitious Materials, Materials

Formats: Protected PDF/Web View

Table of Contents

SP-341-1:

Behavior of High-Strength Concrete and Normal-Strength Concrete Columns under Blast Loading 1-26

Authors: Amer Hammoud and Hassan Aoude

SP-341-2:

Combined use of UHPC and High-Performance Steel to Improve the Blast Performance of Columns with Square Cross-section 27-47

Authors: Sarah De Carufel and Hassan Aoude

SP-341-3:

Parameters Affecting the Axial Load Response of Ultra High Performance Concrete (UHPC) Columns 48-70

Authors: Hyun-Oh Shin, Hassan Aoude and Denis Mitchell

SP-341-4:

Comparative Structural Response of UHPC and Normal Strength Concrete Columns under Combined Axial and Lateral Cyclic Loading 71-96

Authors: Mahmoud Aboukifa, Mohamed A. Moustafa and Ahmad Itani

SP-341-5:

Cyclic Behavior of a Reinforced Concrete Column with Unstressed Seven-Wire Steel Strands as Longitudinal Reinforcement 97-104

Authors: Yu-Chen Ou, Samuel Y.L.Yin, Yi-Qing Liu, and Jui-Chen Wang

SP-341-6:

Analysis and Design of NiTi Superelastic SMA-Reinforced ECC Bridge Columns 105-130

Authors: Mostafa Tazarv and M. Saiid Saiidi

SP-341-7:

Seismic Fragility Assessment of Shape Memory Alloy Reinforced Concrete Bridge Piers under Long Duration and Near-Fault Ground Motions 131-159

Authors: Maher AL-Hawarneh, AHM Muntasir Billah, and M. Shahria Alam

SP-341-8:

Experimental Investigation on Mechanical Properties of Titanium Alloy Bars: Comparison with High-Strength Steel 160-187

Authors: Ruchin Khadka, Mustafa Mashal, and Jared Cantrell

SP-341-9:

Seismic Behavior of Bridge Precast Columns with Grouted Rebar Couplers 188-201

Authors: Arya Ebrahimpour and Barbara Earles

SP-341-10:

Using Multi-“Hinge” Hierarchical Activation to Improve Structural Robustness 202-225

Authors: Royce Liu and Alessandro Palermo

SP-341-11:

Using Cross Spirals in Confining High Strength Concrete Columns for More SeismicResiliency: A Review 226-239

Authors: Ahmed Ibrahim, Sabreena Nasrin, and Riyadh Hindi

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