SP-258: Seismic Strengthening of Concrete Buildings Using FRP Composites

SP-258: Seismic Strengthening of Concrete Buildings Using FRP Composites

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Note: The individual papers are also available as .pdf downloads. Please click on the following link to view the papers available, or call 248.848.3800 to order.

PURCHASE INDIVIDUAL PAPERS

Editors:Tarek Alkhrdahi and Pedro Silva

Co-Sponsored by ACI Committee 440

Description

This CD consists of eight papers that were presented by ACI Committee 440 at the Spring Convention in Atlanta, GA, in April 2007. Papers include:

Seismic Retrofit of Reinforced Concrete Beam-Column T-Joints in Bridge Piers with FRP Composite Jackets

Performance of an RC Corner Beam-Column Joint Severely Damaged Under Bidirectional Loading and Rehabilitated with FRP Composites

Experimental Evaluation of Non-Circular Reinforced Concrete Columns Strengthened with CFRP

Document Details

Publication Year: 2015

Pages: 0

ISBN: 9780870313134

Categories: Fiber-Reinforced Polymers(FRP)

Formats: PDF

Table of Contents

SP-258—1

Seismic Retrofit of Reinforced Concrete Beam-Column T-Joints in Bridge Piers with FRP Composite Jackets

by C.P. Pantelides and J. Gergely

SP-258—2

Performance of an RC Corner Beam-Column Joint Severely Damaged under Bidirectional Loading and Rehabilitated with FRP Composites.

by M. Engindeniz, L.F. Kahn, and A.-H. Zureick

SP-258—3

Experimental Evaluation of Noncircular Reinforced Concrete Columns Strengthened with CFRP.

by S. Rocca, N. Galati, and A. Nanni

SP-258—4

Structural Upgrade of Reinforced Concrete Column-Tie Beam Assembly using FRP Composites

by A.S. Mosallam

SP-258—5

Providing External Confinement to Flexural Members to Improve Ductility—The Good, the Bad, and the Ugly.

by A. Budek and G. Benzoni

SP-258—6

CFRP-Confined Reinforced Concrete Elements Subjected to Cyclic Compressive Loading.

by J.A.O. Barros, D.R.S.M. Ferreira, and R.K. Varma

SP-258—7

Hysteretic Rotation Model HRM4 for CFRP-Strengthened Joints.

by P.F. Silva

SP-258—8

Effect of Bond Properties on the Behavior of FRP-Strengthened RC Girders Subjected to Monotonic and Cyclic Loads.

ERRATA INFO

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