Vehicle-bridge interaction dynamics :: with applications to high-speed railways /
The commercial operation of the bullet train in 1964 in Japan markedthe beginning of a new era for high-speed railways. Because of thehuge amount of kinetic energy carried at high speeds, a train mayinteract significantly with the bridge and even resonate with it undercertain circumstances. Equally...
Gespeichert in:
| 1. Verfasser: | |
|---|---|
| Weitere Verfasser: | , |
| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
River Edge, NJ :
World Scientific,
©2004.
|
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Zusammenfassung: | The commercial operation of the bullet train in 1964 in Japan markedthe beginning of a new era for high-speed railways. Because of thehuge amount of kinetic energy carried at high speeds, a train mayinteract significantly with the bridge and even resonate with it undercertain circumstances. Equally important is the riding comfort of thetrain cars, which relates closely to the maneuverability of the trainduring its passage over the bridge at high speeds. |
| Beschreibung: | 1 online resource (xxxiv, 530 pages) : illustrations |
| Bibliographie: | Includes bibliographical references (pages 513-525) and index. |
| ISBN: | 9812388478 9789812388476 9812567178 9789812567178 9781615830718 1615830715 128187728X 9781281877284 |
Internformat
MARC
| LEADER | 00000cam a22000004a 4500 | ||
|---|---|---|---|
| 001 | ZDB-4-EBA-ocn228122805 | ||
| 003 | OCoLC | ||
| 005 | 20241004212047.0 | ||
| 006 | m o d | ||
| 007 | cr |n||||||||| | ||
| 008 | 070403s2004 njua ob 001 0 eng c | ||
| 040 | |a COO |b eng |e pn |c COO |d UV0 |d N$T |d YDXCP |d IDEBK |d DKDLA |d ADU |d E7B |d KNOVL |d OCLCQ |d MERUC |d OCLCQ |d KNOVL |d OCLCF |d OCLCQ |d ZCU |d KNOVL |d OCLCQ |d STF |d AZK |d COCUF |d LVT |d OCLCQ |d AGLDB |d OCLCQ |d MOR |d PIFBR |d OCLCQ |d WRM |d VTS |d RRP |d INT |d NRAMU |d VT2 |d AU@ |d OCLCQ |d JBG |d WYU |d OCLCQ |d M8D |d UKAHL |d UKCRE |d OCLCQ |d OCLCO |d ERD |d OCLCO |d OCLCQ |d OCLCO |d OCLCL | ||
| 019 | |a 63162358 |a 144516681 |a 456209404 |a 474837327 |a 481651968 |a 614833357 |a 647461256 |a 722426172 |a 815743422 |a 888718731 |a 961583831 |a 962656319 |a 972011677 |a 988462556 |a 992071557 |a 1037702775 |a 1038699113 |a 1045532808 |a 1065044721 |a 1081250193 |a 1153484044 | ||
| 020 | |a 9812388478 | ||
| 020 | |a 9789812388476 | ||
| 020 | |a 9812567178 |q (electronic bk.) | ||
| 020 | |a 9789812567178 |q (electronic bk.) | ||
| 020 | |a 9781615830718 |q (electronic bk.) | ||
| 020 | |a 1615830715 |q (electronic bk.) | ||
| 020 | |a 128187728X | ||
| 020 | |a 9781281877284 | ||
| 035 | |a (OCoLC)228122805 |z (OCoLC)63162358 |z (OCoLC)144516681 |z (OCoLC)456209404 |z (OCoLC)474837327 |z (OCoLC)481651968 |z (OCoLC)614833357 |z (OCoLC)647461256 |z (OCoLC)722426172 |z (OCoLC)815743422 |z (OCoLC)888718731 |z (OCoLC)961583831 |z (OCoLC)962656319 |z (OCoLC)972011677 |z (OCoLC)988462556 |z (OCoLC)992071557 |z (OCoLC)1037702775 |z (OCoLC)1038699113 |z (OCoLC)1045532808 |z (OCoLC)1065044721 |z (OCoLC)1081250193 |z (OCoLC)1153484044 | ||
| 037 | |b Knovel Corporation |n http://www.knovel.com | ||
| 042 | |a pcc | ||
| 050 | 4 | |a TF1460 |b .Y36 2004 | |
| 072 | 7 | |a TEC |x 009100 |2 bisacsh | |
| 072 | 7 | |a PD |2 bicssc | |
| 082 | 7 | |a 624.2/52 |2 22 | |
| 049 | |a MAIN | ||
| 100 | 1 | |a Yang, Yeong-Bin, |d 1954- |0 http://id.loc.gov/authorities/names/n87111514 | |
| 245 | 1 | 0 | |a Vehicle-bridge interaction dynamics : |b with applications to high-speed railways / |c Y.B. Yang, J.D. Yau, Y.S. Wu. |
| 260 | |a River Edge, NJ : |b World Scientific, |c ©2004. | ||
| 300 | |a 1 online resource (xxxiv, 530 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 347 | |a data file | ||
| 504 | |a Includes bibliographical references (pages 513-525) and index. | ||
| 520 | |a The commercial operation of the bullet train in 1964 in Japan markedthe beginning of a new era for high-speed railways. Because of thehuge amount of kinetic energy carried at high speeds, a train mayinteract significantly with the bridge and even resonate with it undercertain circumstances. Equally important is the riding comfort of thetrain cars, which relates closely to the maneuverability of the trainduring its passage over the bridge at high speeds. | ||
| 505 | 0 | 0 | |g 1. |t Introduction -- |g 2. |t Impact response of simply-supported beams -- |g 3. |t Impact response of railway bridges with elastic bearings -- |g 4. |t Mechanism of resonance and cancellation for elastically-supported beams -- |g 5. |t Curved beams subjected to vertical and horizontal moving loads -- |g 6. |t Vehicle-bridge interaction element based on dynamic condensation -- |g 7. |t Vehicle-bridge interaction element considering pitching effect -- |g 8. |t Modeling of vehicle-bridge interactions by the concept of contact forces -- |g 9. |t Vehicle -- rails -- bridge interaction -- two-dimensional modeling -- |g 10. |t Vehicle -- rails -- bridge interaction -- three-dimensional modeling -- |g 11. |t Stability of trains moving over bridges shaken by earthquakes -- |g App. A. |t Derivation of response function [pi][subscript 1] in Eq. (2.55) -- |g App. B. |t Newmark's [beta] method -- |g App. C. |t Vertical frequency of vibration of curved beam -- |g App. D. |t Horizontal frequency of vibration of curved beam -- |g App. E. |t Derivation of residual vibration for curved beam in Eq. (5.53) -- |g App. F. |t Beam element and structural damping matrix -- |g App. G. |t Partitioned matrices and vector for vehicle. Eq. (9.4) -- |g App. H. |t Related matrices and vectors for CFR element -- |g App. I. |t Related matrices and vectors for 3D vehicle model -- |g App. J. |t Mass and stiffness matrices for rail and bridge elements. |
| 650 | 0 | |a High speed trains. |0 http://id.loc.gov/authorities/subjects/sh86002136 | |
| 650 | 0 | |a Railroad bridges. |0 http://id.loc.gov/authorities/subjects/sh85110864 | |
| 650 | 0 | |a Bridges |x Live loads. |0 http://id.loc.gov/authorities/subjects/sh85016844 | |
| 650 | 0 | |a Dynamics. |0 http://id.loc.gov/authorities/subjects/sh85040316 | |
| 650 | 6 | |a Trains à grande vitesse. | |
| 650 | 6 | |a Ponts-rails. | |
| 650 | 6 | |a Ponts |x Charges dynamiques. | |
| 650 | 6 | |a Dynamique. | |
| 650 | 7 | |a high-speed trains. |2 aat | |
| 650 | 7 | |a railroad bridges. |2 aat | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x Bridges. |2 bisacsh | |
| 650 | 7 | |a Bridges |x Live loads |2 fast | |
| 650 | 7 | |a Dynamics |2 fast | |
| 650 | 7 | |a High speed trains |2 fast | |
| 650 | 7 | |a Railroad bridges |2 fast | |
| 653 | |a Handbooks | ||
| 700 | 1 | |a Yao, Zhongda. | |
| 700 | 1 | |a Wu, Y. S. | |
| 758 | |i has work: |a Vehicle-bridge interaction dynamics (Text) |1 https://id.oclc.org/worldcat/entity/E39PCFRH63cRghY6pVmYT33qgq |4 https://id.oclc.org/worldcat/ontology/hasWork | ||
| 776 | 0 | 8 | |i Print version: |a Yang, Yeong-Bin, 1954- |t Vehicle-bridge interaction dynamics. |d River Edge, NJ : World Scientific, ©2004 |z 9812388478 |w (OCoLC)57249978 |
| 856 | 4 | 0 | |l FWS01 |p ZDB-4-EBA |q FWS_PDA_EBA |u https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=147397 |3 Volltext |
| 938 | |a Askews and Holts Library Services |b ASKH |n AH24683692 | ||
| 938 | |a EBSCOhost |b EBSC |n 147397 | ||
| 938 | |a YBP Library Services |b YANK |n 2407715 | ||
| 994 | |a 92 |b GEBAY | ||
| 912 | |a ZDB-4-EBA | ||
| 049 | |a DE-863 | ||
Datensatz im Suchindex
| DE-BY-FWS_katkey | ZDB-4-EBA-ocn228122805 |
|---|---|
| _version_ | 1816881666045509632 |
| adam_text | |
| any_adam_object | |
| author | Yang, Yeong-Bin, 1954- |
| author2 | Yao, Zhongda Wu, Y. S. |
| author2_role | |
| author2_variant | z y zy y s w ys ysw |
| author_GND | http://id.loc.gov/authorities/names/n87111514 |
| author_facet | Yang, Yeong-Bin, 1954- Yao, Zhongda Wu, Y. S. |
| author_role | |
| author_sort | Yang, Yeong-Bin, 1954- |
| author_variant | y b y yby |
| building | Verbundindex |
| bvnumber | localFWS |
| callnumber-first | T - Technology |
| callnumber-label | TF1460 |
| callnumber-raw | TF1460 .Y36 2004 |
| callnumber-search | TF1460 .Y36 2004 |
| callnumber-sort | TF 41460 Y36 42004 |
| callnumber-subject | TF - Railroad Engineering and Operation |
| collection | ZDB-4-EBA |
| contents | Introduction -- Impact response of simply-supported beams -- Impact response of railway bridges with elastic bearings -- Mechanism of resonance and cancellation for elastically-supported beams -- Curved beams subjected to vertical and horizontal moving loads -- Vehicle-bridge interaction element based on dynamic condensation -- Vehicle-bridge interaction element considering pitching effect -- Modeling of vehicle-bridge interactions by the concept of contact forces -- Vehicle -- rails -- bridge interaction -- two-dimensional modeling -- Vehicle -- rails -- bridge interaction -- three-dimensional modeling -- Stability of trains moving over bridges shaken by earthquakes -- Derivation of response function [pi][subscript 1] in Eq. (2.55) -- Newmark's [beta] method -- Vertical frequency of vibration of curved beam -- Horizontal frequency of vibration of curved beam -- Derivation of residual vibration for curved beam in Eq. (5.53) -- Beam element and structural damping matrix -- Partitioned matrices and vector for vehicle. Eq. (9.4) -- Related matrices and vectors for CFR element -- Related matrices and vectors for 3D vehicle model -- Mass and stiffness matrices for rail and bridge elements. |
| ctrlnum | (OCoLC)228122805 |
| dewey-full | 624.2/52 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 624 - Civil engineering |
| dewey-raw | 624.2/52 |
| dewey-search | 624.2/52 |
| dewey-sort | 3624.2 252 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen |
| format | Electronic eBook |
| fullrecord | <?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>05648cam a22007454a 4500</leader><controlfield tag="001">ZDB-4-EBA-ocn228122805</controlfield><controlfield tag="003">OCoLC</controlfield><controlfield tag="005">20241004212047.0</controlfield><controlfield tag="006">m o d </controlfield><controlfield tag="007">cr |n|||||||||</controlfield><controlfield tag="008">070403s2004 njua ob 001 0 eng c</controlfield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">COO</subfield><subfield code="b">eng</subfield><subfield code="e">pn</subfield><subfield code="c">COO</subfield><subfield code="d">UV0</subfield><subfield code="d">N$T</subfield><subfield code="d">YDXCP</subfield><subfield code="d">IDEBK</subfield><subfield code="d">DKDLA</subfield><subfield code="d">ADU</subfield><subfield code="d">E7B</subfield><subfield code="d">KNOVL</subfield><subfield code="d">OCLCQ</subfield><subfield code="d">MERUC</subfield><subfield code="d">OCLCQ</subfield><subfield code="d">KNOVL</subfield><subfield code="d">OCLCF</subfield><subfield code="d">OCLCQ</subfield><subfield code="d">ZCU</subfield><subfield code="d">KNOVL</subfield><subfield code="d">OCLCQ</subfield><subfield code="d">STF</subfield><subfield code="d">AZK</subfield><subfield code="d">COCUF</subfield><subfield code="d">LVT</subfield><subfield code="d">OCLCQ</subfield><subfield code="d">AGLDB</subfield><subfield code="d">OCLCQ</subfield><subfield code="d">MOR</subfield><subfield code="d">PIFBR</subfield><subfield code="d">OCLCQ</subfield><subfield code="d">WRM</subfield><subfield code="d">VTS</subfield><subfield code="d">RRP</subfield><subfield code="d">INT</subfield><subfield code="d">NRAMU</subfield><subfield code="d">VT2</subfield><subfield code="d">AU@</subfield><subfield code="d">OCLCQ</subfield><subfield code="d">JBG</subfield><subfield code="d">WYU</subfield><subfield code="d">OCLCQ</subfield><subfield code="d">M8D</subfield><subfield code="d">UKAHL</subfield><subfield code="d">UKCRE</subfield><subfield code="d">OCLCQ</subfield><subfield code="d">OCLCO</subfield><subfield code="d">ERD</subfield><subfield code="d">OCLCO</subfield><subfield code="d">OCLCQ</subfield><subfield code="d">OCLCO</subfield><subfield code="d">OCLCL</subfield></datafield><datafield tag="019" ind1=" " ind2=" "><subfield code="a">63162358</subfield><subfield code="a">144516681</subfield><subfield code="a">456209404</subfield><subfield code="a">474837327</subfield><subfield code="a">481651968</subfield><subfield code="a">614833357</subfield><subfield code="a">647461256</subfield><subfield code="a">722426172</subfield><subfield code="a">815743422</subfield><subfield code="a">888718731</subfield><subfield code="a">961583831</subfield><subfield code="a">962656319</subfield><subfield code="a">972011677</subfield><subfield code="a">988462556</subfield><subfield code="a">992071557</subfield><subfield code="a">1037702775</subfield><subfield code="a">1038699113</subfield><subfield code="a">1045532808</subfield><subfield code="a">1065044721</subfield><subfield code="a">1081250193</subfield><subfield code="a">1153484044</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9812388478</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9789812388476</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9812567178</subfield><subfield code="q">(electronic bk.)</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9789812567178</subfield><subfield code="q">(electronic bk.)</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9781615830718</subfield><subfield code="q">(electronic bk.)</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">1615830715</subfield><subfield code="q">(electronic bk.)</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">128187728X</subfield></datafield><datafield tag="020" ind1=" " ind2=" "><subfield code="a">9781281877284</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(OCoLC)228122805</subfield><subfield code="z">(OCoLC)63162358</subfield><subfield code="z">(OCoLC)144516681</subfield><subfield code="z">(OCoLC)456209404</subfield><subfield code="z">(OCoLC)474837327</subfield><subfield code="z">(OCoLC)481651968</subfield><subfield code="z">(OCoLC)614833357</subfield><subfield code="z">(OCoLC)647461256</subfield><subfield code="z">(OCoLC)722426172</subfield><subfield code="z">(OCoLC)815743422</subfield><subfield code="z">(OCoLC)888718731</subfield><subfield code="z">(OCoLC)961583831</subfield><subfield code="z">(OCoLC)962656319</subfield><subfield code="z">(OCoLC)972011677</subfield><subfield code="z">(OCoLC)988462556</subfield><subfield code="z">(OCoLC)992071557</subfield><subfield code="z">(OCoLC)1037702775</subfield><subfield code="z">(OCoLC)1038699113</subfield><subfield code="z">(OCoLC)1045532808</subfield><subfield code="z">(OCoLC)1065044721</subfield><subfield code="z">(OCoLC)1081250193</subfield><subfield code="z">(OCoLC)1153484044</subfield></datafield><datafield tag="037" ind1=" " ind2=" "><subfield code="b">Knovel Corporation</subfield><subfield code="n">http://www.knovel.com</subfield></datafield><datafield tag="042" ind1=" " ind2=" "><subfield code="a">pcc</subfield></datafield><datafield tag="050" ind1=" " ind2="4"><subfield code="a">TF1460</subfield><subfield code="b">.Y36 2004</subfield></datafield><datafield tag="072" ind1=" " ind2="7"><subfield code="a">TEC</subfield><subfield code="x">009100</subfield><subfield code="2">bisacsh</subfield></datafield><datafield tag="072" ind1=" " ind2="7"><subfield code="a">PD</subfield><subfield code="2">bicssc</subfield></datafield><datafield tag="082" ind1="7" ind2=" "><subfield code="a">624.2/52</subfield><subfield code="2">22</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">MAIN</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Yang, Yeong-Bin,</subfield><subfield code="d">1954-</subfield><subfield code="0">http://id.loc.gov/authorities/names/n87111514</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Vehicle-bridge interaction dynamics :</subfield><subfield code="b">with applications to high-speed railways /</subfield><subfield code="c">Y.B. Yang, J.D. Yau, Y.S. Wu.</subfield></datafield><datafield tag="260" ind1=" " ind2=" "><subfield code="a">River Edge, NJ :</subfield><subfield code="b">World Scientific,</subfield><subfield code="c">©2004.</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">1 online resource (xxxiv, 530 pages) :</subfield><subfield code="b">illustrations</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">computer</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">online resource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="347" ind1=" " ind2=" "><subfield code="a">data file</subfield></datafield><datafield tag="504" ind1=" " ind2=" "><subfield code="a">Includes bibliographical references (pages 513-525) and index.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">The commercial operation of the bullet train in 1964 in Japan markedthe beginning of a new era for high-speed railways. Because of thehuge amount of kinetic energy carried at high speeds, a train mayinteract significantly with the bridge and even resonate with it undercertain circumstances. Equally important is the riding comfort of thetrain cars, which relates closely to the maneuverability of the trainduring its passage over the bridge at high speeds.</subfield></datafield><datafield tag="505" ind1="0" ind2="0"><subfield code="g">1.</subfield><subfield code="t">Introduction --</subfield><subfield code="g">2.</subfield><subfield code="t">Impact response of simply-supported beams --</subfield><subfield code="g">3.</subfield><subfield code="t">Impact response of railway bridges with elastic bearings --</subfield><subfield code="g">4.</subfield><subfield code="t">Mechanism of resonance and cancellation for elastically-supported beams --</subfield><subfield code="g">5.</subfield><subfield code="t">Curved beams subjected to vertical and horizontal moving loads --</subfield><subfield code="g">6.</subfield><subfield code="t">Vehicle-bridge interaction element based on dynamic condensation --</subfield><subfield code="g">7.</subfield><subfield code="t">Vehicle-bridge interaction element considering pitching effect --</subfield><subfield code="g">8.</subfield><subfield code="t">Modeling of vehicle-bridge interactions by the concept of contact forces --</subfield><subfield code="g">9.</subfield><subfield code="t">Vehicle -- rails -- bridge interaction -- two-dimensional modeling --</subfield><subfield code="g">10.</subfield><subfield code="t">Vehicle -- rails -- bridge interaction -- three-dimensional modeling --</subfield><subfield code="g">11.</subfield><subfield code="t">Stability of trains moving over bridges shaken by earthquakes --</subfield><subfield code="g">App. A.</subfield><subfield code="t">Derivation of response function [pi][subscript 1] in Eq. (2.55) --</subfield><subfield code="g">App. B.</subfield><subfield code="t">Newmark's [beta] method --</subfield><subfield code="g">App. C.</subfield><subfield code="t">Vertical frequency of vibration of curved beam --</subfield><subfield code="g">App. D.</subfield><subfield code="t">Horizontal frequency of vibration of curved beam --</subfield><subfield code="g">App. E.</subfield><subfield code="t">Derivation of residual vibration for curved beam in Eq. (5.53) --</subfield><subfield code="g">App. F.</subfield><subfield code="t">Beam element and structural damping matrix --</subfield><subfield code="g">App. G.</subfield><subfield code="t">Partitioned matrices and vector for vehicle. Eq. (9.4) --</subfield><subfield code="g">App. H.</subfield><subfield code="t">Related matrices and vectors for CFR element --</subfield><subfield code="g">App. I.</subfield><subfield code="t">Related matrices and vectors for 3D vehicle model --</subfield><subfield code="g">App. J.</subfield><subfield code="t">Mass and stiffness matrices for rail and bridge elements.</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">High speed trains.</subfield><subfield code="0">http://id.loc.gov/authorities/subjects/sh86002136</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Railroad bridges.</subfield><subfield code="0">http://id.loc.gov/authorities/subjects/sh85110864</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Bridges</subfield><subfield code="x">Live loads.</subfield><subfield code="0">http://id.loc.gov/authorities/subjects/sh85016844</subfield></datafield><datafield tag="650" ind1=" " ind2="0"><subfield code="a">Dynamics.</subfield><subfield code="0">http://id.loc.gov/authorities/subjects/sh85040316</subfield></datafield><datafield tag="650" ind1=" " ind2="6"><subfield code="a">Trains à grande vitesse.</subfield></datafield><datafield tag="650" ind1=" " ind2="6"><subfield code="a">Ponts-rails.</subfield></datafield><datafield tag="650" ind1=" " ind2="6"><subfield code="a">Ponts</subfield><subfield code="x">Charges dynamiques.</subfield></datafield><datafield tag="650" ind1=" " ind2="6"><subfield code="a">Dynamique.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">high-speed trains.</subfield><subfield code="2">aat</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">railroad bridges.</subfield><subfield code="2">aat</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">TECHNOLOGY & ENGINEERING</subfield><subfield code="x">Civil</subfield><subfield code="x">Bridges.</subfield><subfield code="2">bisacsh</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Bridges</subfield><subfield code="x">Live loads</subfield><subfield code="2">fast</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Dynamics</subfield><subfield code="2">fast</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">High speed trains</subfield><subfield code="2">fast</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Railroad bridges</subfield><subfield code="2">fast</subfield></datafield><datafield tag="653" ind1=" " ind2=" "><subfield code="a">Handbooks</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Yao, Zhongda.</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Wu, Y. S.</subfield></datafield><datafield tag="758" ind1=" " ind2=" "><subfield code="i">has work:</subfield><subfield code="a">Vehicle-bridge interaction dynamics (Text)</subfield><subfield code="1">https://id.oclc.org/worldcat/entity/E39PCFRH63cRghY6pVmYT33qgq</subfield><subfield code="4">https://id.oclc.org/worldcat/ontology/hasWork</subfield></datafield><datafield tag="776" ind1="0" ind2="8"><subfield code="i">Print version:</subfield><subfield code="a">Yang, Yeong-Bin, 1954-</subfield><subfield code="t">Vehicle-bridge interaction dynamics.</subfield><subfield code="d">River Edge, NJ : World Scientific, ©2004</subfield><subfield code="z">9812388478</subfield><subfield code="w">(OCoLC)57249978</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="l">FWS01</subfield><subfield code="p">ZDB-4-EBA</subfield><subfield code="q">FWS_PDA_EBA</subfield><subfield code="u">https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=147397</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="938" ind1=" " ind2=" "><subfield code="a">Askews and Holts Library Services</subfield><subfield code="b">ASKH</subfield><subfield code="n">AH24683692</subfield></datafield><datafield tag="938" ind1=" " ind2=" "><subfield code="a">EBSCOhost</subfield><subfield code="b">EBSC</subfield><subfield code="n">147397</subfield></datafield><datafield tag="938" ind1=" " ind2=" "><subfield code="a">YBP Library Services</subfield><subfield code="b">YANK</subfield><subfield code="n">2407715</subfield></datafield><datafield tag="994" ind1=" " ind2=" "><subfield code="a">92</subfield><subfield code="b">GEBAY</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ZDB-4-EBA</subfield></datafield><datafield tag="049" ind1=" " ind2=" "><subfield code="a">DE-863</subfield></datafield></record></collection> |
| id | ZDB-4-EBA-ocn228122805 |
| illustrated | Illustrated |
| indexdate | 2024-11-27T13:16:20Z |
| institution | BVB |
| isbn | 9812388478 9789812388476 9812567178 9789812567178 9781615830718 1615830715 128187728X 9781281877284 |
| language | English |
| oclc_num | 228122805 |
| open_access_boolean | |
| owner | MAIN DE-863 DE-BY-FWS |
| owner_facet | MAIN DE-863 DE-BY-FWS |
| physical | 1 online resource (xxxiv, 530 pages) : illustrations |
| psigel | ZDB-4-EBA |
| publishDate | 2004 |
| publishDateSearch | 2004 |
| publishDateSort | 2004 |
| publisher | World Scientific, |
| record_format | marc |
| spelling | Yang, Yeong-Bin, 1954- http://id.loc.gov/authorities/names/n87111514 Vehicle-bridge interaction dynamics : with applications to high-speed railways / Y.B. Yang, J.D. Yau, Y.S. Wu. River Edge, NJ : World Scientific, ©2004. 1 online resource (xxxiv, 530 pages) : illustrations text txt rdacontent computer c rdamedia online resource cr rdacarrier data file Includes bibliographical references (pages 513-525) and index. The commercial operation of the bullet train in 1964 in Japan markedthe beginning of a new era for high-speed railways. Because of thehuge amount of kinetic energy carried at high speeds, a train mayinteract significantly with the bridge and even resonate with it undercertain circumstances. Equally important is the riding comfort of thetrain cars, which relates closely to the maneuverability of the trainduring its passage over the bridge at high speeds. 1. Introduction -- 2. Impact response of simply-supported beams -- 3. Impact response of railway bridges with elastic bearings -- 4. Mechanism of resonance and cancellation for elastically-supported beams -- 5. Curved beams subjected to vertical and horizontal moving loads -- 6. Vehicle-bridge interaction element based on dynamic condensation -- 7. Vehicle-bridge interaction element considering pitching effect -- 8. Modeling of vehicle-bridge interactions by the concept of contact forces -- 9. Vehicle -- rails -- bridge interaction -- two-dimensional modeling -- 10. Vehicle -- rails -- bridge interaction -- three-dimensional modeling -- 11. Stability of trains moving over bridges shaken by earthquakes -- App. A. Derivation of response function [pi][subscript 1] in Eq. (2.55) -- App. B. Newmark's [beta] method -- App. C. Vertical frequency of vibration of curved beam -- App. D. Horizontal frequency of vibration of curved beam -- App. E. Derivation of residual vibration for curved beam in Eq. (5.53) -- App. F. Beam element and structural damping matrix -- App. G. Partitioned matrices and vector for vehicle. Eq. (9.4) -- App. H. Related matrices and vectors for CFR element -- App. I. Related matrices and vectors for 3D vehicle model -- App. J. Mass and stiffness matrices for rail and bridge elements. High speed trains. http://id.loc.gov/authorities/subjects/sh86002136 Railroad bridges. http://id.loc.gov/authorities/subjects/sh85110864 Bridges Live loads. http://id.loc.gov/authorities/subjects/sh85016844 Dynamics. http://id.loc.gov/authorities/subjects/sh85040316 Trains à grande vitesse. Ponts-rails. Ponts Charges dynamiques. Dynamique. high-speed trains. aat railroad bridges. aat TECHNOLOGY & ENGINEERING Civil Bridges. bisacsh Bridges Live loads fast Dynamics fast High speed trains fast Railroad bridges fast Handbooks Yao, Zhongda. Wu, Y. S. has work: Vehicle-bridge interaction dynamics (Text) https://id.oclc.org/worldcat/entity/E39PCFRH63cRghY6pVmYT33qgq https://id.oclc.org/worldcat/ontology/hasWork Print version: Yang, Yeong-Bin, 1954- Vehicle-bridge interaction dynamics. River Edge, NJ : World Scientific, ©2004 9812388478 (OCoLC)57249978 FWS01 ZDB-4-EBA FWS_PDA_EBA https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=147397 Volltext |
| spellingShingle | Yang, Yeong-Bin, 1954- Vehicle-bridge interaction dynamics : with applications to high-speed railways / Introduction -- Impact response of simply-supported beams -- Impact response of railway bridges with elastic bearings -- Mechanism of resonance and cancellation for elastically-supported beams -- Curved beams subjected to vertical and horizontal moving loads -- Vehicle-bridge interaction element based on dynamic condensation -- Vehicle-bridge interaction element considering pitching effect -- Modeling of vehicle-bridge interactions by the concept of contact forces -- Vehicle -- rails -- bridge interaction -- two-dimensional modeling -- Vehicle -- rails -- bridge interaction -- three-dimensional modeling -- Stability of trains moving over bridges shaken by earthquakes -- Derivation of response function [pi][subscript 1] in Eq. (2.55) -- Newmark's [beta] method -- Vertical frequency of vibration of curved beam -- Horizontal frequency of vibration of curved beam -- Derivation of residual vibration for curved beam in Eq. (5.53) -- Beam element and structural damping matrix -- Partitioned matrices and vector for vehicle. Eq. (9.4) -- Related matrices and vectors for CFR element -- Related matrices and vectors for 3D vehicle model -- Mass and stiffness matrices for rail and bridge elements. High speed trains. http://id.loc.gov/authorities/subjects/sh86002136 Railroad bridges. http://id.loc.gov/authorities/subjects/sh85110864 Bridges Live loads. http://id.loc.gov/authorities/subjects/sh85016844 Dynamics. http://id.loc.gov/authorities/subjects/sh85040316 Trains à grande vitesse. Ponts-rails. Ponts Charges dynamiques. Dynamique. high-speed trains. aat railroad bridges. aat TECHNOLOGY & ENGINEERING Civil Bridges. bisacsh Bridges Live loads fast Dynamics fast High speed trains fast Railroad bridges fast |
| subject_GND | http://id.loc.gov/authorities/subjects/sh86002136 http://id.loc.gov/authorities/subjects/sh85110864 http://id.loc.gov/authorities/subjects/sh85016844 http://id.loc.gov/authorities/subjects/sh85040316 |
| title | Vehicle-bridge interaction dynamics : with applications to high-speed railways / |
| title_alt | Introduction -- Impact response of simply-supported beams -- Impact response of railway bridges with elastic bearings -- Mechanism of resonance and cancellation for elastically-supported beams -- Curved beams subjected to vertical and horizontal moving loads -- Vehicle-bridge interaction element based on dynamic condensation -- Vehicle-bridge interaction element considering pitching effect -- Modeling of vehicle-bridge interactions by the concept of contact forces -- Vehicle -- rails -- bridge interaction -- two-dimensional modeling -- Vehicle -- rails -- bridge interaction -- three-dimensional modeling -- Stability of trains moving over bridges shaken by earthquakes -- Derivation of response function [pi][subscript 1] in Eq. (2.55) -- Newmark's [beta] method -- Vertical frequency of vibration of curved beam -- Horizontal frequency of vibration of curved beam -- Derivation of residual vibration for curved beam in Eq. (5.53) -- Beam element and structural damping matrix -- Partitioned matrices and vector for vehicle. Eq. (9.4) -- Related matrices and vectors for CFR element -- Related matrices and vectors for 3D vehicle model -- Mass and stiffness matrices for rail and bridge elements. |
| title_auth | Vehicle-bridge interaction dynamics : with applications to high-speed railways / |
| title_exact_search | Vehicle-bridge interaction dynamics : with applications to high-speed railways / |
| title_full | Vehicle-bridge interaction dynamics : with applications to high-speed railways / Y.B. Yang, J.D. Yau, Y.S. Wu. |
| title_fullStr | Vehicle-bridge interaction dynamics : with applications to high-speed railways / Y.B. Yang, J.D. Yau, Y.S. Wu. |
| title_full_unstemmed | Vehicle-bridge interaction dynamics : with applications to high-speed railways / Y.B. Yang, J.D. Yau, Y.S. Wu. |
| title_short | Vehicle-bridge interaction dynamics : |
| title_sort | vehicle bridge interaction dynamics with applications to high speed railways |
| title_sub | with applications to high-speed railways / |
| topic | High speed trains. http://id.loc.gov/authorities/subjects/sh86002136 Railroad bridges. http://id.loc.gov/authorities/subjects/sh85110864 Bridges Live loads. http://id.loc.gov/authorities/subjects/sh85016844 Dynamics. http://id.loc.gov/authorities/subjects/sh85040316 Trains à grande vitesse. Ponts-rails. Ponts Charges dynamiques. Dynamique. high-speed trains. aat railroad bridges. aat TECHNOLOGY & ENGINEERING Civil Bridges. bisacsh Bridges Live loads fast Dynamics fast High speed trains fast Railroad bridges fast |
| topic_facet | High speed trains. Railroad bridges. Bridges Live loads. Dynamics. Trains à grande vitesse. Ponts-rails. Ponts Charges dynamiques. Dynamique. high-speed trains. railroad bridges. TECHNOLOGY & ENGINEERING Civil Bridges. Bridges Live loads Dynamics High speed trains Railroad bridges |
| url | https://search.ebscohost.com/login.aspx?direct=true&scope=site&db=nlebk&AN=147397 |
| work_keys_str_mv | AT yangyeongbin vehiclebridgeinteractiondynamicswithapplicationstohighspeedrailways AT yaozhongda vehiclebridgeinteractiondynamicswithapplicationstohighspeedrailways AT wuys vehiclebridgeinteractiondynamicswithapplicationstohighspeedrailways |