SEISMIC ANALYSIS OF HIGH PIER VIADUCT WITH HIGHWAY AND RAILWAY
Bannosu Viaduct, one of the Honshu Shikoku Bridges adjacent to the Bisanseto Suspension Bridge, is planned to carry four lane roadways and four railway lines. This viaduct has high piers, about 40 to 70 meters, and pile foundations deeply penetrated into the comparatively soft ground. The behavior of these structures during an earthquake, therefore, is affected by the dynamic characteristics of foundation-pile systems. The design of the structures considering earthquakes, therefore, is affected by the dynamic characteristics of foundation-pile systems. The design of the structures considering earthquake-proofing and the running stability of railway cars during an earthquake is required. In particular, to secure the running stability of railway cars, it is important to design the viaduct having a definite range of dynamic characteristics. The viaduct must be designed to avoid resonating with the ground vibrations.
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Availability:
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Corporate Authors:
Japan Society of Civil Engineers
1-chome, Yotsuya, Shinjuku-ku
Tokyo, Japan 160-0004 -
Authors:
- Yoshida, I
- Muguruma, S
- Higuchi, K
- Publication Date: 1984-10
Media Info
- Features: References;
- Pagination: p. 147-156
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Serial:
- Japan Society of Civil Engineers, Proceedings
- Issue Number: 350
- Publisher: Japan Society of Civil Engineers
- ISSN: 0578-3747
Subject/Index Terms
- TRT Terms: Bridge piers; Dynamic loads; Earthquake resistant design; Earthquake resistant structures; Highway bridges; Pile foundations; Railroad bridges; Seismicity; Soft soils; Viaducts
- Uncontrolled Terms: Dynamic response; Seismic response
- Subject Areas: Bridges and other structures; Design; Geotechnology; Highways; I24: Design of Bridges and Retaining Walls; I42: Soil Mechanics;
Filing Info
- Accession Number: 00458308
- Record Type: Publication
- Source Agency: Engineering Index
- Files: TRIS
- Created Date: Sep 30 1986 12:00AM