B Jacob
John Wiley & Sons
e druk, 2009
9781848210592
Icwim 5
5th International Conference on Weigh–in–Motion of Heavy Vehicles
Specificaties
Gebonden, 624 blz.
|
Engels
John Wiley & Sons |
e druk, 2009
ISBN13: 9781848210592
Rubricering
Onderdeel van serie
ISTE
Verwachte levertijd ongeveer 9 werkdagen
Samenvatting
Weigh–in–motion (WIM) is a process of measuring the dynamic tire forces of a moving vehicle and estimating the corresponding tire loads of the static vehicle. This collection of lectures from the International Conference on Weigh–in–Motion details applications such as: collection of statistical traffic data, support of commercial vehicle enforcement, roadway and bridge cost allocation, and traffic management.
Specificaties
ISBN13:9781848210592
Taal:Engels
Bindwijze:gebonden
Aantal pagina's:624
Uitgever:John Wiley & Sons
Serie:ISTE
Inhoudsopgave
<p>Foreword 1 P. COURTIER 1</p>
<p>Avant–Propos 1 P. COURTIER 3</p>
<p>Foreword 2 J. ROUDIER 5</p>
<p>Avant–Propos 2 J. ROUDIER 7</p>
<p>Preface B. JACOB 9</p>
<p>Préface B. JACOB 12</p>
<p>International Forum for Road Transport Technology 15</p>
<p>International Society for Weigh–in–Motion 17</p>
<p>Panel Discussion 19</p>
<p>Plenary Session 23</p>
<p>Weigh–in–motion for enforcement in Europe B. JACOB and H. VAN LOO 25</p>
<p>Bridge weigh–in–motion latest developments and applications world wide<br /> E. OBRIEN, A. ?NIDARIÈ and T. OJIO 39</p>
<p>Current status of weight–in–motion in sub Sahara Africa G. ACKERMANN, H. THEYSE, L. KANNEMEYER and C. VAN AS 57</p>
<p>Session 1. Traffic and Freight Management, Road Safety and Pricing, using WIM networks 69</p>
<p>Weigh–in–motion measurements in the national road network of Spain during the 2002–2003 period. Data collection procedure and main results J. LEAL 71</p>
<p>Measure in motion vehicle detector on the motorways, expressways and the roads of Slovakia S. URGELA and R. JANOTKA 85</p>
<p>Test of WIM sensors and systems under Brazilian conditions<br /> H. GOLTSMAN, M. PAIVA, A. VALENTE and F. PANTOJA 97</p>
<p>Comparison of WIM, noise, vibration data from heavy vehicles<br /> L. POULIKAKOS, K. HEUTSCHI, M. ARRAIGADA, P. ANDEREGG and M. PARTL 105</p>
<p>Environmental noise measurement in combination with BWIM<br /> T. OJIO and K. YAMADA 115</p>
<p>Weigh–in–motion system to manage heavy vehicle access to the infrastructures<br /> H. IMINE, S. SRAIRI, D. GIL and J. RECEVEUR 127</p>
<p>Special vehicle automatic measurement system and its application<br /> H. NISHIDA, H. SATO, H. KAWAY and S. NAKAO 137</p>
<p>Practical experiences and the next generation of WIM<br /> M. DUKKER and D. MARPLES 149</p>
<p>Session 2. Technology and Testing 161</p>
<p>Installation and experimentation of MS–WIM systems with three strip sensor technologies – early results B. JACOB, M. BOUTELDJA and D. STANCZYK 163<br /> A statistical spatial repeatability algorithm for multiple sensor weigh in motion<br /> E.OBRIEN, A. GONZALEZ and F. MCINERNEY 175</p>
<p>Optimized design of weigh–in–motion multiple–sensors array by an energetic approach K. BOUTELDJA, B. JACOB, and V. DOLCEMASCOLO 187</p>
<p>Multi–sensor weigh–in–motion system J. GAJDA, R. SROKA, M. STENCEL and T. ZEGLEN 199</p>
<p>Heavy vehicle on–board mass monitoring: capability review B. PETERS and C. KONIDITSIOTIS 209</p>
<p>Measuring dynamic wheel loads on tri and quad axle groups C. BLANKSBY,<br /> R. GEORGE, B. PETERS, A. RITZINGER and L. BRUZSA . 223</p>
<p>Product development to meet new requirements regarding road and rail WIM technologies D. CORNU 237</p>
<p>A hydrostatic sensor for portable WIM systems J. ROMERO and A. LOZANO 249</p>
<p>Development of axle load weighing system for expressways (Result of Improvement on LS–WIM) K. SOMEYA, H. OKUDA, T. SHINDO and Y. Maeda 261</p>
<p>Session 3. Bridge Weigh–in–Motion 269</p>
<p>Comparison of conventional and regularized bridge weigh–in–motion algorithms<br /> C. ROWLEY, A. GONZALEZ, E. OBRIEN and A. ?NIDARIÈ 271</p>
<p>Improving bridge–WIM results with better road evenness and advanced compensations I. LAVRIÈ, A. ?NIDARIÈ and J. KALIN 283</p>
<p>Moving vehicle load identification from bridge responses based on method of moments (MOM) L. YU, T. CHAN and J.–H. ZHU 297</p>
<p>Test of a B–WIM system on integral and steel orthotropic deck bridges in France<br /> M. BOUTELDJA, B. JACOB and V. DOLCEMASCOLO 311</p>
<p>Bridge weigh in motion : French tests and Swedish experience<br /> V. DOLCEMASCOLO and L. SJÖGREN 322</p>
<p>Session 4. Vehicle Size and Weight Enforcement 333</p>
<p>Development and implementation of a WIM network for enforcement in France Y. MARCHADOUR and B. JACOB 335</p>
<p>Pre–selection of overloaded vehicles D. STANCZYK, B. GEROUDET, C. THIOUNN and A. MILLOT 347</p>
<p>Targeted roadside enforcement using WIM and ANPR M. JONES 359</p>
<p>Combined LS & HS WIM systems for law enforcement and toll road applications E. DOUPAL and R. CALDERARA 369</p>
<p>Virtual weigh stations for monitoring of trucks by–passing fixed weigh stations<br /> F. KLEBE 377</p>
<p>Session 5. Stnadard, Data Quality, Storage and Management 385</p>
<p>A synthesis of the US practice on high speed WIM calibration A. PAPAGIANNAKIS 387</p>
<p>Utah commercial motor vehicle weigh–in–motion calibration: current practice and recommended procedure G. SCHULTZ and L. SEEGMILLER 399</p>
<p>WIM accuracy verification through simulation M. SLAVIK 411</p>
<p>Macroscopic WIM calibration G. DE WET and M. SLAVIK 423</p>
<p>Auto–calibration and temperature correction of WIM systems – P. BURNOS 437</p>
<p>Sub–0.1 percent error in portable, low–speed weigh–in–motion<br /> R. ABERCROMBIE, L. HIVELY, M. SCUDIERE and F. SHELDON 447</p>
<p>Session 6. Data for Bridge Engineering 459</p>
<p>Application of WIM in probability based safety assessment of bridges<br /> A. O CONNOR 461</p>
<p>Identification of equivalent traffic load on bridge using optical fiber strain<br /> sensors C.P. CHOU and C.Y. WANG 475</p>
<p>Measurements of bridge dynamics with a bridge weigh–in–motion system<br /> A. ?NIDARIÈ, I. LAVRIÈ and J. KALIN 485</p>
<p>Extreme effects of the traffic loads on a prestressed concrete bridge<br /> D. SIEGERT, M. ESTIVIN, J. BILLO, F. BARIN and F. TOUTLEMONDE 499</p>
<p>Interaction effect of traffic loadsd and bridge detailssusceptible to fatigue<br /> H. LEENDERTZ and A. DE BOER 511</p>
<p>Fatigue life estimation of a concrete slab using B–WIM and traffic census<br /> Y. OSHIMA and K. SUGIURA 525</p>
<p>Session 7. Data for Pavement Engineering 537</p>
<p>The use of weigh–in–motion and stress–in–motion data in road managmenent: the results of a PIARC inquiry F. LA TORRE 539</p>
<p>Extending WIM–NL–data with a loading indicator and a truck dmage factor<br /> H. VAN SAAN and D. VAN BOXEL 549</p>
<p>Avant–Propos 1 P. COURTIER 3</p>
<p>Foreword 2 J. ROUDIER 5</p>
<p>Avant–Propos 2 J. ROUDIER 7</p>
<p>Preface B. JACOB 9</p>
<p>Préface B. JACOB 12</p>
<p>International Forum for Road Transport Technology 15</p>
<p>International Society for Weigh–in–Motion 17</p>
<p>Panel Discussion 19</p>
<p>Plenary Session 23</p>
<p>Weigh–in–motion for enforcement in Europe B. JACOB and H. VAN LOO 25</p>
<p>Bridge weigh–in–motion latest developments and applications world wide<br /> E. OBRIEN, A. ?NIDARIÈ and T. OJIO 39</p>
<p>Current status of weight–in–motion in sub Sahara Africa G. ACKERMANN, H. THEYSE, L. KANNEMEYER and C. VAN AS 57</p>
<p>Session 1. Traffic and Freight Management, Road Safety and Pricing, using WIM networks 69</p>
<p>Weigh–in–motion measurements in the national road network of Spain during the 2002–2003 period. Data collection procedure and main results J. LEAL 71</p>
<p>Measure in motion vehicle detector on the motorways, expressways and the roads of Slovakia S. URGELA and R. JANOTKA 85</p>
<p>Test of WIM sensors and systems under Brazilian conditions<br /> H. GOLTSMAN, M. PAIVA, A. VALENTE and F. PANTOJA 97</p>
<p>Comparison of WIM, noise, vibration data from heavy vehicles<br /> L. POULIKAKOS, K. HEUTSCHI, M. ARRAIGADA, P. ANDEREGG and M. PARTL 105</p>
<p>Environmental noise measurement in combination with BWIM<br /> T. OJIO and K. YAMADA 115</p>
<p>Weigh–in–motion system to manage heavy vehicle access to the infrastructures<br /> H. IMINE, S. SRAIRI, D. GIL and J. RECEVEUR 127</p>
<p>Special vehicle automatic measurement system and its application<br /> H. NISHIDA, H. SATO, H. KAWAY and S. NAKAO 137</p>
<p>Practical experiences and the next generation of WIM<br /> M. DUKKER and D. MARPLES 149</p>
<p>Session 2. Technology and Testing 161</p>
<p>Installation and experimentation of MS–WIM systems with three strip sensor technologies – early results B. JACOB, M. BOUTELDJA and D. STANCZYK 163<br /> A statistical spatial repeatability algorithm for multiple sensor weigh in motion<br /> E.OBRIEN, A. GONZALEZ and F. MCINERNEY 175</p>
<p>Optimized design of weigh–in–motion multiple–sensors array by an energetic approach K. BOUTELDJA, B. JACOB, and V. DOLCEMASCOLO 187</p>
<p>Multi–sensor weigh–in–motion system J. GAJDA, R. SROKA, M. STENCEL and T. ZEGLEN 199</p>
<p>Heavy vehicle on–board mass monitoring: capability review B. PETERS and C. KONIDITSIOTIS 209</p>
<p>Measuring dynamic wheel loads on tri and quad axle groups C. BLANKSBY,<br /> R. GEORGE, B. PETERS, A. RITZINGER and L. BRUZSA . 223</p>
<p>Product development to meet new requirements regarding road and rail WIM technologies D. CORNU 237</p>
<p>A hydrostatic sensor for portable WIM systems J. ROMERO and A. LOZANO 249</p>
<p>Development of axle load weighing system for expressways (Result of Improvement on LS–WIM) K. SOMEYA, H. OKUDA, T. SHINDO and Y. Maeda 261</p>
<p>Session 3. Bridge Weigh–in–Motion 269</p>
<p>Comparison of conventional and regularized bridge weigh–in–motion algorithms<br /> C. ROWLEY, A. GONZALEZ, E. OBRIEN and A. ?NIDARIÈ 271</p>
<p>Improving bridge–WIM results with better road evenness and advanced compensations I. LAVRIÈ, A. ?NIDARIÈ and J. KALIN 283</p>
<p>Moving vehicle load identification from bridge responses based on method of moments (MOM) L. YU, T. CHAN and J.–H. ZHU 297</p>
<p>Test of a B–WIM system on integral and steel orthotropic deck bridges in France<br /> M. BOUTELDJA, B. JACOB and V. DOLCEMASCOLO 311</p>
<p>Bridge weigh in motion : French tests and Swedish experience<br /> V. DOLCEMASCOLO and L. SJÖGREN 322</p>
<p>Session 4. Vehicle Size and Weight Enforcement 333</p>
<p>Development and implementation of a WIM network for enforcement in France Y. MARCHADOUR and B. JACOB 335</p>
<p>Pre–selection of overloaded vehicles D. STANCZYK, B. GEROUDET, C. THIOUNN and A. MILLOT 347</p>
<p>Targeted roadside enforcement using WIM and ANPR M. JONES 359</p>
<p>Combined LS & HS WIM systems for law enforcement and toll road applications E. DOUPAL and R. CALDERARA 369</p>
<p>Virtual weigh stations for monitoring of trucks by–passing fixed weigh stations<br /> F. KLEBE 377</p>
<p>Session 5. Stnadard, Data Quality, Storage and Management 385</p>
<p>A synthesis of the US practice on high speed WIM calibration A. PAPAGIANNAKIS 387</p>
<p>Utah commercial motor vehicle weigh–in–motion calibration: current practice and recommended procedure G. SCHULTZ and L. SEEGMILLER 399</p>
<p>WIM accuracy verification through simulation M. SLAVIK 411</p>
<p>Macroscopic WIM calibration G. DE WET and M. SLAVIK 423</p>
<p>Auto–calibration and temperature correction of WIM systems – P. BURNOS 437</p>
<p>Sub–0.1 percent error in portable, low–speed weigh–in–motion<br /> R. ABERCROMBIE, L. HIVELY, M. SCUDIERE and F. SHELDON 447</p>
<p>Session 6. Data for Bridge Engineering 459</p>
<p>Application of WIM in probability based safety assessment of bridges<br /> A. O CONNOR 461</p>
<p>Identification of equivalent traffic load on bridge using optical fiber strain<br /> sensors C.P. CHOU and C.Y. WANG 475</p>
<p>Measurements of bridge dynamics with a bridge weigh–in–motion system<br /> A. ?NIDARIÈ, I. LAVRIÈ and J. KALIN 485</p>
<p>Extreme effects of the traffic loads on a prestressed concrete bridge<br /> D. SIEGERT, M. ESTIVIN, J. BILLO, F. BARIN and F. TOUTLEMONDE 499</p>
<p>Interaction effect of traffic loadsd and bridge detailssusceptible to fatigue<br /> H. LEENDERTZ and A. DE BOER 511</p>
<p>Fatigue life estimation of a concrete slab using B–WIM and traffic census<br /> Y. OSHIMA and K. SUGIURA 525</p>
<p>Session 7. Data for Pavement Engineering 537</p>
<p>The use of weigh–in–motion and stress–in–motion data in road managmenent: the results of a PIARC inquiry F. LA TORRE 539</p>
<p>Extending WIM–NL–data with a loading indicator and a truck dmage factor<br /> H. VAN SAAN and D. VAN BOXEL 549</p>