Email Address is required Invalid Email Address
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
Learn More
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.
Staff Directory
ACI World Headquarters 38800 Country Club Dr. Farmington Hills, MI 48331-3439 USA Phone: 1.248.848.3800 Fax: 1.248.848.3701
ACI Middle East Regional Office Second Floor, Office #207 The Offices 2 Building, One Central Dubai World Trade Center Complex Dubai, UAE Phone: +971.4.516.3208 & 3209
ACI Resource Center Southern California Midwest Mid Atlantic
Feedback via Email Phone: 1.248.848.3800
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: Long-Span Precast Prestressed Concrete Bridges Built in Cantilever
Author(s): Jean Muller
Publication: Symposium Paper
Volume: 23
Issue:
Appears on pages(s): 705-740
Keywords: bending moments; bridge decks; bridges (structures); cantilever bridges; concrete construction; connections; continuity (structural); deflection; epoxy resins; long span; precast concrete; prestressed concrete; prestressing; stresses; structural design
DOI: 10.14359/17263
Date: 1/1/1969
Abstract: For multispan bridges, substantial savings in total elapsed construction time are possible by using precast girder-deck segments which are assembled into semispans by building outward in a double cantilever from each pier.
New and Archived Symposium Volumes - Digital Subscription