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Structural behaviour of long integral abutment bridges

Research output: Chapter in Book/Report/Conference proceedingConference contributionScientificpeer-review

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Structural behaviour of long integral abutment bridges. / Laaksonen, Anssi.

Global Thinking in Structural Engineering: Recent Achievements. International Association for Bridge and Structural Engineering (IABSE), 2012.

Research output: Chapter in Book/Report/Conference proceedingConference contributionScientificpeer-review

Harvard

Laaksonen, A 2012, Structural behaviour of long integral abutment bridges. in Global Thinking in Structural Engineering: Recent Achievements. International Association for Bridge and Structural Engineering (IABSE), IABSE 2012 Spring Conference on Global Thinking in Structural Engineering: Recent Achievements, Sharm El Sheikh, Egypt, 7/05/12.

APA

Laaksonen, A. (2012). Structural behaviour of long integral abutment bridges. In Global Thinking in Structural Engineering: Recent Achievements International Association for Bridge and Structural Engineering (IABSE).

Vancouver

Laaksonen A. Structural behaviour of long integral abutment bridges. In Global Thinking in Structural Engineering: Recent Achievements. International Association for Bridge and Structural Engineering (IABSE). 2012

Author

Laaksonen, Anssi. / Structural behaviour of long integral abutment bridges. Global Thinking in Structural Engineering: Recent Achievements. International Association for Bridge and Structural Engineering (IABSE), 2012.

Bibtex - Download

@inproceedings{6c97c461a4ae4970bac49f95eb538967,
title = "Structural behaviour of long integral abutment bridges",
abstract = "The eccentric displacement of the bridge ends around the centre results from different soil properties at different ends of the bridge. This global variation of properties produces different stresses in the otherwise symmetrical integral bridge ends. The proposed parameter mG and behaviour model for taking this behaviour into account is presented. An estimate for the maximum length limit of a fully integral concrete bridge, 120 m, was also obtained from these analyses.",
keywords = "Bridge monitoring, Integral abutment bridge, Soil-structure interaction, Superstructure temperature, Thermal expansion length",
author = "Anssi Laaksonen",
year = "2012",
language = "English",
booktitle = "Global Thinking in Structural Engineering: Recent Achievements",
publisher = "International Association for Bridge and Structural Engineering (IABSE)",

}

RIS (suitable for import to EndNote) - Download

TY - GEN

T1 - Structural behaviour of long integral abutment bridges

AU - Laaksonen, Anssi

PY - 2012

Y1 - 2012

N2 - The eccentric displacement of the bridge ends around the centre results from different soil properties at different ends of the bridge. This global variation of properties produces different stresses in the otherwise symmetrical integral bridge ends. The proposed parameter mG and behaviour model for taking this behaviour into account is presented. An estimate for the maximum length limit of a fully integral concrete bridge, 120 m, was also obtained from these analyses.

AB - The eccentric displacement of the bridge ends around the centre results from different soil properties at different ends of the bridge. This global variation of properties produces different stresses in the otherwise symmetrical integral bridge ends. The proposed parameter mG and behaviour model for taking this behaviour into account is presented. An estimate for the maximum length limit of a fully integral concrete bridge, 120 m, was also obtained from these analyses.

KW - Bridge monitoring

KW - Integral abutment bridge

KW - Soil-structure interaction

KW - Superstructure temperature

KW - Thermal expansion length

UR - http://www.scopus.com/inward/record.url?scp=84928957658&partnerID=8YFLogxK

M3 - Conference contribution

BT - Global Thinking in Structural Engineering: Recent Achievements

PB - International Association for Bridge and Structural Engineering (IABSE)

ER -