@article{7254b5a8fe554100985fc334502507c6,
title = "Seismic performance of a structural concrete pile-wharf connection before and after retrofit",
abstract = "A full-scale precast prestressed concrete (PC) pile-wharf specimen with a T-headed dowel bar connection detail was tested under realistic loading and boundary conditions. The testing program introduced several seismic loading protocols, which were determined from nonlinear dynamic analyses of a typical U.S. port structure subjected to ground motions for various hazard levels. Conventional reversed cyclic loading tests were also conducted on the pile-wharf connection, damaged by seismic loading protocols, before and after retrofit. The specimen showed excellent seismic performance in terms of both strength and ductility. It was confirmed that the lateral drift response of such a PC pile-wharf connection is largely governed by a rigid-body rocking mechanism, with spalling in the pile and deck near the joint region appearing to be a main cause of stiffness degradation. This study also considered a section enlargement technique as an efficient retrofitting method of pile-wharf connections in container port structures. The retrofitted pile-wharf connection (with prior seismic damage) showed higher stiffness and improved capacity, but its deformation capacity (ductility) was inevitably limited by previously accumulated damage along the precast pile (where no strengthening was applied).",
keywords = "Boundary condition, Container port, Earthquake, Harbor, MUST-SIM, Precast prestressed pile, Retrofit, Seismic performance, Wharf deck",
author = "Foltz, {Raymond R.} and LaFave, {James M.} and Deuckhang Lee",
note = "Funding Information: The work reported herein was supported in part by the U.S. National Science Foundation under Grant No. CMS 0530383. The opinions, findings, and conclusions expressed are those of the authors alone and do not necessarily reflect the views of the sponsor. The first author also acknowledges the generous support he received for some of this work in the form of an ACI Charles Pankow Foundation Student Fellowship. Steven Seguirant of Concrete Technology Corp. and Erik Soderberg and Michael Jordan from Liftech Consultants Inc. are acknowledged for their provision of the precast pile and the retrofit concept, respectively. In addition, this work was also supported by the National Research Foundation of Korea (NRF) grant funded by the Korea government (MSIT) (No. 2020R1F1A1048422). Funding Information: The work reported herein was supported in part by the U.S. National Science Foundation under Grant No. CMS 0530383. The opinions, findings, and conclusions expressed are those of the authors alone and do not necessarily reflect the views of the sponsor. The first author also acknowledges the generous support he received for some of this work in the form of an ACI Charles Pankow Foundation Student Fellowship. Steven Seguirant of Concrete Technology Corp., and Erik Soderberg and Michael Jordan from Liftech Consultants Inc., are acknowledged for their provision of the precast pile and the retrofit concept, respectively. In addition, this work was also supported by the National Research Foundation of Korea (NRF) grant funded by the Korea government (MSIT) (No. 2020R1F1A1048422). Publisher Copyright: {\textcopyright} 2022 Institution of Structural Engineers",
year = "2022",
month = apr,
doi = "10.1016/j.istruc.2022.02.042",
language = "English (US)",
volume = "38",
pages = "874--894",
journal = "Structures",
issn = "2352-0124",
publisher = "Elsevier Limited",
}