Serviceability limit state aspects of continuous bridges using precast concrete beams /

09

Bibliographic Details
Main Authors: 223817 Clark, L. A., Prestressed Concrete Association
Format:
Language:eng
Published: Leicester : Prestressed Concrete Association, 1997
Subjects:
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author 223817 Clark, L. A.
Prestressed Concrete Association
author_facet 223817 Clark, L. A.
Prestressed Concrete Association
author_sort 223817 Clark, L. A.
collection OCEAN
description 09
first_indexed 2024-03-04T18:58:55Z
format
id KOHA-OAI-TEST:130106
institution Universiti Teknologi Malaysia - OCEAN
language eng
last_indexed 2024-03-04T18:58:55Z
publishDate 1997
publisher Leicester : Prestressed Concrete Association,
record_format dspace
spelling KOHA-OAI-TEST:1301062020-12-19T17:02:57ZServiceability limit state aspects of continuous bridges using precast concrete beams / 223817 Clark, L. A. Prestressed Concrete Association Leicester : Prestressed Concrete Association,1997eng09PSZJBLBridgesBridgesStructural engineeringURN:ISBN:0950034746 (pbk.)
spellingShingle Bridges
Bridges
Structural engineering
223817 Clark, L. A.
Prestressed Concrete Association
Serviceability limit state aspects of continuous bridges using precast concrete beams /
title Serviceability limit state aspects of continuous bridges using precast concrete beams /
title_full Serviceability limit state aspects of continuous bridges using precast concrete beams /
title_fullStr Serviceability limit state aspects of continuous bridges using precast concrete beams /
title_full_unstemmed Serviceability limit state aspects of continuous bridges using precast concrete beams /
title_short Serviceability limit state aspects of continuous bridges using precast concrete beams /
title_sort serviceability limit state aspects of continuous bridges using precast concrete beams
topic Bridges
Bridges
Structural engineering
work_keys_str_mv AT 223817clarkla serviceabilitylimitstateaspectsofcontinuousbridgesusingprecastconcretebeams
AT prestressedconcreteassociation serviceabilitylimitstateaspectsofcontinuousbridgesusingprecastconcretebeams