1994PCI JournalRequires access

Short to Medium Span Precast Prestressed Concrete Bridges in Japan

Takashi Yamane, Maher K. Tadros, P. Arumugasaamy

Open publisher page 22 citations

Abstract

Nearly 40 years have elapsed since precast, prestressed concrete was first introduced to the Japanese construction industry. During this period, precast, prestressed members have been utilized mainly in bridge systems. The need for prefabricated bridges has resulted from field labor shortages in Japan. The high quality of precast, prestressed concrete makes it the material of choice for short to medium span bridges. The objective of this paper is to present the Japanese state-of-the-art of design and construction using precast, prestressed concrete girders for bridges with spans ranging from 5 to 40 m (16 to 131 ft). Four national standard girders and one regional standard girder are presented. Also included are details of diaphragms, deck bearing, bearing devices, and seismic resistant systems. Comparisons are made between Japanese and equivalent American systems relative to such factors as weight of precast members, amount of cast-in-place concrete, unit cost and design load capacity.

About this research paper

What this paper is about

Nearly 40 years have elapsed since precast, prestressed concrete was first introduced to the Japanese construction industry. During this period, precast, prestressed members have been utilized mainly in bridge systems. The need for prefabricated bridges has resulted from field labor shortages in Japan. The high quality of precast, prestressed concrete makes it the material of choice for short to medium span bridges. The objective of this paper is to present the Japanese state-of-the-art of design and construction using precast, prestressed concrete girders for bridges with spans ranging from 5 to 40 m (16 to 131 ft). Four national standard girders and one regional standard girder are presented. Also included are details of diaphragms, deck bearing, bearing devices, and seismic resistant systems. Comparisons are made between Japanese and equivalent American systems relative to such factors as weight of precast members, amount of cast-in-place concrete, unit cost and design load capacity.

Why it matters

OpenAlex reports 22 citations for this work. Citation counts describe recorded attention and do not establish research quality.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

Nearly 40 years have elapsed since precast, prestressed concrete was first introduced to the Japanese construction industry. During this period, precast, prestressed members have been utilized mainly in bridge systems. The need for prefabricated bridges has resulted from field labor shortages in Japan. The high quality of precast, prestressed concrete makes it the material of choice for short to medium span bridges. The objective of this paper is to present the Japanese state-of-the-art of design and construction using precast, prestressed concrete girders for bridges with spans ranging from 5 to 40 m (16 to 131 ft). Four national standard girders and one regional standard girder are presented. Also included are details of diaphragms, deck bearing, bearing devices, and seismic resistant systems. Comparisons are made between Japanese and equivalent American systems relative to such factors as weight of precast members, amount of cast-in-place concrete, unit cost and design load capacity.

Key concepts: Precast concrete, Prestressed concrete, Span (engineering), Structural engineering, Engineering, Geotechnical engineering

Related papers

Back to paper searchBrowse research topicsOriginal source
Short to Medium Span Precast Prestressed Concrete Bridges in Japan — Research Paper | ScholarLens