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KNOVEL_ocn769153674 |
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OCoLC |
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111222s2011 enk ob 001 0 eng d |
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|a HKP
|b eng
|e pn
|c HKP
|d HKP
|d OTZ
|d OCLCO
|d OCLCQ
|d LIP
|d OCLCF
|d KNOVL
|d OCLCQ
|d LVT
|d CEF
|d RRP
|d DKU
|d OL$
|d DCT
|d OCLCQ
|d OCLCO
|d OCLCQ
|d OCLCO
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|a GBB182575
|2 bnb
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|a 972039103
|a 990734207
|a 1110775228
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|a 9780727741684
|q (electronic bk.)
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|a 0727741683
|q (electronic bk.)
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|a 9781628704075
|q (electronic bk.)
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|a 1628704071
|q (electronic bk.)
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|z 9780727741462
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|z 0727741462
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|a GBVCP
|b 830191488
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|a (OCoLC)769153674
|z (OCoLC)972039103
|z (OCoLC)990734207
|z (OCoLC)1110775228
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|a TG428
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|a 624.23
|2 23
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|a UAMI
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|a Strʹaskʹy, Jiřʹi.
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1 |
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|a Stress ribbon and cable-supported pedestrian bridges /
|c Jiri Strasky.
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250 |
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|a 2nd ed.
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260 |
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|a London :
|b Ice Publishing,
|c 2011.
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300 |
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|a 1 online resource
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336 |
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|a text
|b txt
|2 rdacontent
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|a computer
|b c
|2 rdamedia
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|a online resource
|b cr
|2 rdacarrier
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|a Includes bibliographical references and index.
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|a This new and fully updated edition of Stress Ribbon and Cable-supported Pedestrian Bridges examines all aspects of the design of these structures. Starting with a brief history, the title describes structural types, addresses general design criteria, current technology, static and dynamic analysis and discusses the results of the static and dynamic loading tests.
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505 |
0 |
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|g 1.
|t Introduction:
|t Eurocode --
|g 2.
|t Structural systems and members:
|t Structural systems ; Structural members --
|g 3.
|t Design criteria:
|t Geometric conditions ; Loads ; Dynamics --
|g 4.
|t Cable analysis:
|t Single cable ; Bending of the cable ; Natural modes and frequencies --
|g 5.
|t Effects of prestressing --
|g 6.
|t Creep and shrinkage of concrete:
|t Time-dependent analysis ; Redistribution of stresses between members of different age ; Redistribution of stresses in structures with changing static systems --
|g 7.
|t Stress ribbon structures:
|t Structural arrangement ; Prestressed band ; Piers and abutments ; Transferring stress ribbon force to the soil ; Erection of the deck ; Static and dynamic analysis ; Special arrangements ; Stress ribbon supported by arch ; Structures stiffened by external tendons ; Static and dynamic loading tests --
|g 8.
|t Suspension structures:
|t Structural arrangement ; Erection of the structures ; Static and dynamic analysis --
|g 9.
|t Cable-stayed structures:
|t Structural arrangement ; Erection of the structures ; Static and dynamic analysis --
|g 10.
|t Curved structures:
|t Suspension of the deck on both edges ; Suspension of the deck on an outer edge ; Suspension of the deck on an inner edge ; Curved stress ribbon bridge --
|g 11.
|t Examples:
|t Stress ribbon structures ; Suspension structures ; Cable-stayed structures.
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590 |
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|a Knovel
|b ACADEMIC - Civil Engineering & Construction Materials
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650 |
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0 |
|a Footbridges
|x Design and construction.
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650 |
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0 |
|a Cable-stayed bridges
|x Design and construction.
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650 |
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0 |
|a Suspension bridges
|x Design and construction.
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650 |
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6 |
|a Ponts suspendus
|x Conception et construction.
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650 |
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7 |
|a Cable-stayed bridges
|x Design and construction
|2 fast
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650 |
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7 |
|a Footbridges
|x Design and construction
|2 fast
|
650 |
|
7 |
|a Suspension bridges
|x Design and construction
|2 fast
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776 |
0 |
8 |
|i Print version
|z 9780727741462
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856 |
4 |
0 |
|u https://appknovel.uam.elogim.com/kn/resources/kpSRCSPBE3/toc
|z Texto completo
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994 |
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|a 92
|b IZTAP
|