In today’s market, it is imperative to be knowledgeable and have an edge over the competition. ACI members have it…they are engaged, informed, and stay up to date by taking advantage of benefits that ACI membership provides them.
Read more about membership
Become an ACI Member
Founded in 1904 and headquartered in Farmington Hills, Michigan, USA, the American Concrete Institute is a leading authority and resource worldwide for the development, dissemination, and adoption of its consensus-based standards, technical resources, educational programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
ACI World Headquarters
38800 Country Club Dr.
Farmington Hills, MI
ACI Middle East Regional Office
Second Floor, Office # 02.01/07
The Offices 02 Building, One Central
Dubai World Trade Center Complex
Phone: +971.4.516.3208 & 3209
Feedback via Email
Home > Publications > International Concrete Abstracts Portal
The International Concrete Abstracts Portal is an ACI led collaboration with leading technical organizations from within the international concrete industry and offers the most comprehensive collection of published concrete abstracts.
Title: Upgrading Seismically Vulnerable Bearings With Lead-Filled Elastomeric Bearings
Author(s): Ronald L. Mayes, Trevor E. Kelly, and Lindsay R. Jones
Publication: Special Publication
Appears on pages(s): 49-70
Keywords: base isolation; bridge bearings; earthquake-resistant structures; energy dissipation; plastics, polymers, and resins; renovating; Structural Research
Abstract:Bridge failures in past earthquakes have indicated three major problems with existing bridges. The first is the vulnerability of existing rocker and roller-type bearings, and this is coupled with inadequate supportlengths for superstructure girders. The third problem area is the inadequate strength and ductility capacity of supporting superstructures. By replacing vulnerable rocker and roller bearings with lead-filled elastomeric bearings, an effective and economical solution to all three deficiencies can be obtained by utilizing the base isolation and energy-dissipating characteristics of the bearings. The paper discusses the basic concept and philosophy of the base isolation design concept and outlines its application to a recently completed project--the Caltrans Sierra Point Overhead seismic retrofit project. This is an eight-span skewed bridge that has recently been retrofitted using base-isolation concepts. In its "as-built" condition, it was capable of resisting less than 25 percent of the Caltrans design ground motion for the site. Replacement of the existing pot bearings with lead-rubber bearings reduces the forces transmitted into the weak columns by a factor of 6--thus enabling the bridge columns to respond elastically to the design ground motion.
Click here to become an online Journal subscriber