SP-295: Recent Advances in the Design of Prestressed Concrete Piles in Marine Structures in Seismic Regions

Notes/Preview

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: Carlos E. Ospina, Rudolph P. Frizzi and Domenic D’Argenzio

Sponsored by ACI Committees 357, 423, and 543

Description

This SP consists of 8 papers that were presented at a technical session sponsored by ACI Committees 357, 423, and 543 at the ACI Convention in Minneapolis, MN, in April 2013. The papers cover key aspects relevant to seismic analysis, design, detailing and experimental testing of precast prestressed concrete piles as substructure elements of marine structures.

Document Details

Publication Year: 2013

ISBN:

Categories: Marine Concrete

Formats: PDF

Table of Contents

SP-295—1

Special Considerations for the Seismic Analysis and Design of Piers, Wharves and Container

Yards Supported on Prestressed Concrete Piles

Authors: J. P. Smith-Pardo and Carlos E. Ospina

SP-295—2

Seismic Performance of Pile-Supported Wharves

Authors: C. A. Blandón, J. I. Restrepo, Y. Kawamata, and S. Ashford

SP-291—3

Displacement-Based Procedures for Seismic Design of Pile-Supported Wharves at the Port of

Los Angeles and the Port of Long Beach

Authors: O. A. Jaradat and M. J. N. Priestley

SP-291—4

Seismic Stability of Marine Piers Built with Prestressed Concrete Piles

Authors: S. Stringer and R. Harn

SP-291—5

A New Pile-Deck Connection for Seismic Performance Enhancement of Marginal Wharves

Authors: D. Lehman and C. Roeder

SP-291—6

Seismic Aspects of ACI 543R-12, “Design, Manufacture, and Installation of Concrete Piles”

Author: R. P. Frizzi

SP-291—7

Structural Analysis of Pretensioned Concrete Piles

Author: W. L. Gamble

SP-291—8

Displacement Demands and Shear Key Forces in Pile-Supported Marginal Wharves with

Strong Lateral-Torsional Coupling

Authors: C. Blandón, J. I. Restrepo, and O. Jaradat

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