Maximum length of integral bridges supported on steel H-piles driven in sand-Reference-Cited by-同舟云学术

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Maximum length of integral bridges supported on steel H-piles driven in sand

Published:2003-10 Issue:12 Volume:25 Page:1491-1504
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Dicleli Murat,Eng P.,Albhaisi Suhail M.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference25 articles.

1. Bridge deck joint rehabilitation or retrofitting, final report;Wolde-Tinsae,1988

2. Performance of jointless bridges;Wolde-Tinsae;ASCE Journal of Performance of Constructed Facilities,1988

3. Bridge deck joints;Burke,1988

4. Integral bridge design is on the rise;Burke;AISC Modern Steel Construction,1990

5. Jointless bridges provide fuel for controversy;Steiger;Roads and Bridges,1993

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1. Effect of dynamic soil-structure interaction modeling assumptions on the calculated seismic response of railway bridges with single-column piers resting on shallow foundations;Soil Dynamics and Earthquake Engineering;2024-06

2. Effectiveness of displacement compensation units for integral abutment bridges;European Journal of Environmental and Civil Engineering;2024-05-10

3. Maximum permissible safe length of integral abutment bridges supported by steel H-piles;Structures;2024-04

4. A non-linear static analysis for the seismic design of single-span integral abutment bridges;Géotechnique;2024-01-12

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