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Category:All HeadlinesWorld & GeopoliticsMarkets & EconomyTech & AIPoliticsSearch results for: "A bridge dynamic response" (30 stories)

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Evaluation of practical equivalent seismic input methods for fault-crossing bridges considering dynamic and permanent ground displacement
Lead StoryNatureworld
Jun 19

Evaluation of practical equivalent seismic input methods for fault-crossing bridges considering dynamic and permanent ground displacement

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTFBQNThKOGlHQV9ubjR3cEo1MEtmOE14VDl1VzhueEEzRV9idGkyYVl2bktKU3BxallwSk5Dc2VscmRxVE56RUhjSGQ3SEpiMzVWY0xrVjUzMjlZTnNDU2VB?oc=5" target="_blank">Evaluation of practical equivalent seismic input methods for fault-crossing bridges considering dynamic and permanent ground displacement</a>  <font color="#6f6f6f">Nature</font>

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Search Results for "A bridge dynamic response"

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29 stories displayed
Computational modeling of vehicle–bridge interaction with experimental validation under moving loads for structural health monitoring
Naturescience

Computational modeling of vehicle–bridge interaction with experimental validation under moving loads for structural health monitoring

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE93MmtobmF2S2NHSFRMZGR1bnFhelZVQ053V1pGV1VOUnVQZzhQcnRZMGN5VXBUY1NZdVFhSE5YeFBldUdLVHRsSUlkVkl6Q0RHcEtfNVBQZW90Q2VoNmFr?oc=5" target="_blank">Computational modeling of vehicle–bridge interaction with experimental validation under moving loads for structural health monitoring</a>  <font color="#6f6f6f">Nature</font>

Consistent Software-Specific Nonlinear Dynamic Response of Highway Bridges
ASCE Librarytech

Consistent Software-Specific Nonlinear Dynamic Response of Highway Bridges

<a href="https://news.google.com/rss/articles/CBMidEFVX3lxTE5adTNZcG10cVVBTWNCTFpxN0xnOGhEY09BR1hEc2JQSFBUTi1vY1c4RG5yanVEVnBNeDdfd0Q1RDhMSEdRTDJJMDh6ZV9pSEQ5MVdnVXNOX1A2Rk5mdmtoUVdyVlYzRGRwa0hvXzF4NWlpODNf?oc=5" target="_blank">Consistent Software-Specific Nonlinear Dynamic Response of Highway Bridges</a>  <font color="#6f6f6f">ASCE Library</font>

Dynamic response analysis of concrete filled steel tube tied arch bridge on a slab foundation under moving train load
Frontierstech

Dynamic response analysis of concrete filled steel tube tied arch bridge on a slab foundation under moving train load

<a href="https://news.google.com/rss/articles/CBMimwFBVV95cUxNcjBpZU5ObDI5eWlUQ1owQ1lZMjR2M0RFMWhhU01fZkU4UkFQUTJoMHJyalRMTnV4dTR5dTVHWFU5bVdyMWpRdTB1dmRrMTFrSTI4MkE0OUpNcFNvdjdZVUtUVTBpRkVsaWJIMzJiVHRXNG5ITGNZUWdPZkIxMnFRTDRwNDFaUTZISDVYTDlPeC02c1hqTUFtNXF5RQ?oc=5" target="_blank">Dynamic response analysis of concrete filled steel tube tied arch bridge on a slab foundation under moving train load</a>  <font color="#6f6f6f">Frontiers</font>

Dynamic response of suspension footbridge under typhoon-induced wind loading
Bridge Design & Engineeringworld

Dynamic response of suspension footbridge under typhoon-induced wind loading

<a href="https://news.google.com/rss/articles/CBMiqwFBVV95cUxQRDJmeFhmd090MnZmcThQcEtNT0NrM0VTbmZjakF4cTJTQXBuRXlqc2hiUzRiNVpkTnlEZEw2V0JCSTFiNjdHbWRLR1FPRFRfUW4zMGYxdGZHT3Z1dF9yaFVJd1BzaXhHQ1FrdmpOOVlnd3VVeVlvRmFYVnljOGFHcFhfT3Qtc0pZdUZQazdoRGI1ZDNOYjhzVDBCSHhSazFMNm1TMFVzSGd2LWM?oc=5" target="_blank">Dynamic response of suspension footbridge under typhoon-induced wind loading</a>  <font color="#6f6f6f">Bridge Design & Engineering</font>

A bridge dynamic response analysis and load recognition method using traffic imaging
Naturegeneral

A bridge dynamic response analysis and load recognition method using traffic imaging

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTFBKQXVuQ2FqR1QyaVUxRHhDUVpWRDFucEQ1UjhiZWtQTUhsdWdhVUxrZ0oxTFVsdW8xMXRfOExMQVp5YUJPRU9hTGRucnF6OGFVME9XSk85REVjY21RcXZB?oc=5" target="_blank">A bridge dynamic response analysis and load recognition method using traffic imaging</a>  <font color="#6f6f6f">Nature</font>

Dynamic response and damage mechanism of reinforced concrete beam bridges under rockfall impacts
Natureworld

Dynamic response and damage mechanism of reinforced concrete beam bridges under rockfall impacts

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE9VLVVXUVlQeGRSZnlLanQza3laTHBxeGhSQWJzcE9LUlp4Wm56VFA5ZXpqR0FrWjVNVzgtMkNNQi1IdlVCdGFvZm5meHpzeldVb3VubDl3ZXBQU3IxQ01n?oc=5" target="_blank">Dynamic response and damage mechanism of reinforced concrete beam bridges under rockfall impacts</a>  <font color="#6f6f6f">Nature</font>

A hybrid experimental-numerical framework for prestressed concrete bridge model validation and sensor placement optimization: a case study
Naturegeneral

A hybrid experimental-numerical framework for prestressed concrete bridge model validation and sensor placement optimization: a case study

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE5qSFY0MzNmNXR4aTNUT3lXOFFnaURqMlo1YVRXTkd2WkRVYUlIc1pmVEhHTkJxU0dRc2NsOFpZd1Q1RWtBTURrTEdORG1YdnFoYlpEOGF1RGZmd2VITGlJ?oc=5" target="_blank">A hybrid experimental-numerical framework for prestressed concrete bridge model validation and sensor placement optimization: a case study</a>  <font color="#6f6f6f">Nature</font>

Dynamic response prediction and safety assessment of suspended ancient wooden structures under tourist-induced pedestrian loads
Natureworld

Dynamic response prediction and safety assessment of suspended ancient wooden structures under tourist-induced pedestrian loads

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE50UGc1MnhkcWxCMzQxZE1SYkN3d3BCV2VMdjFLMXZLbmlSQWIyeEVnSmU2Q29xc2tyZHRiVFlieTZTeVU4ekgxOERXR2RjMnJmeF9va0tzNlF0S010c3R3?oc=5" target="_blank">Dynamic response prediction and safety assessment of suspended ancient wooden structures under tourist-induced pedestrian loads</a>  <font color="#6f6f6f">Nature</font>

Study on the influence of near-fault vertical ground motion on the dynamic response of separation and collision of bridge
Natureworld

Study on the influence of near-fault vertical ground motion on the dynamic response of separation and collision of bridge

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTFBEQUVSR2Z6SWw3TVpabkcwYXV2OC1oNUh4THh1QWpuOXRlLWM3blppblI5VmI4dEpzNm1iZldqaFRXdlRDQlpLUFZucmR1YmVBOTdEV3U3RXlQZTVQcTdN?oc=5" target="_blank">Study on the influence of near-fault vertical ground motion on the dynamic response of separation and collision of bridge</a>  <font color="#6f6f6f">Nature</font>

Vibration response analysis of simply supported girder bridges using millimeter-wave radar measurements
Naturegeneral

Vibration response analysis of simply supported girder bridges using millimeter-wave radar measurements

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE1XLTg2SDZMRTR6MjZsQWR5dVlqS0dBY2o4MUNEVEtuMm1tRUl4SzF3STV5OVc0OVhlUkdKUDFfSVg3ZzMzRFFZalVfU0Vsc2M5Rl82cmhvNVIyWDdjYUdF?oc=5" target="_blank">Vibration response analysis of simply supported girder bridges using millimeter-wave radar measurements</a>  <font color="#6f6f6f">Nature</font>

Study on dynamic responses and impact factors of long span deck type CFST arch bridge under vehicle loads
Natureworld

Study on dynamic responses and impact factors of long span deck type CFST arch bridge under vehicle loads

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE1aeG01dDNoTmxXZ0FMdWdKRkRwMW01b1lfMmpOWHpZYndkM2RSb0tua0t2OFFRX0dsaUJDZ015bkRSQXN4UzBDdVhVMmdrOUlnYXRhTjY3OHlWNmxFemc4?oc=5" target="_blank">Study on dynamic responses and impact factors of long span deck type CFST arch bridge under vehicle loads</a>  <font color="#6f6f6f">Nature</font>

Analysis of bridge dynamic load test based on millimeter wave radar
Naturegeneral

Analysis of bridge dynamic load test based on millimeter wave radar

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTFBKMWdZV3ZRY2xCLVhjbUdTR0J6NXdnblB2U0YzakFjSzZBYVp2ZzlGRWVISlJBQVRrdlUzZWxQMHlnZnFxQXA1TFl4cmlKXzZSSmFxWWRESndId09SY0tV?oc=5" target="_blank">Analysis of bridge dynamic load test based on millimeter wave radar</a>  <font color="#6f6f6f">Nature</font>

Refined modeling and coupled vibration analysis of the sleeper lifting device in long span bridges under temperature and train dynamics
Naturetech

Refined modeling and coupled vibration analysis of the sleeper lifting device in long span bridges under temperature and train dynamics

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE9TRFNCTFBNVnZRMmkteW55T2piMWxmQ0lYNzB6TGpadUFPV05PNUZxX1N0RG5oUVlYSW5GNi1tY1VidjdCdDZjZkZqdURuRjVGWVlyZHRfNlRxQVo2ZUE0?oc=5" target="_blank">Refined modeling and coupled vibration analysis of the sleeper lifting device in long span bridges under temperature and train dynamics</a>  <font color="#6f6f6f">Nature</font>

Driving safety evaluation of vehicles on curved bridges under frequent seismic excitations
Natureworld

Driving safety evaluation of vehicles on curved bridges under frequent seismic excitations

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE1aQWVzQXl4X0Jfb3o3bmNud2E3X1EyRVZYRUxGODBpcnhyUUVLZmp3aHlUeUN5ejU0XzdOS0h4RElLd2l2RHo2cmJVcE1oc0ZVWTFFeDhyWjY4OTRITE1N?oc=5" target="_blank">Driving safety evaluation of vehicles on curved bridges under frequent seismic excitations</a>  <font color="#6f6f6f">Nature</font>

Machine learning evaluation of PI control effects on neutral equilibrium in bridge virtual pier systems
Naturegeneral

Machine learning evaluation of PI control effects on neutral equilibrium in bridge virtual pier systems

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE9wZXpCTnVMdm1TMHlQek9RNGtldF9GU1BENXVEaWVmZ3E5UGpRdXhQMFlUTWRXVTBpdnp1SlJGb25Jcy12amtRc3Fham9LY3U1bjJHWHVGWjM5dGpueW1v?oc=5" target="_blank">Machine learning evaluation of PI control effects on neutral equilibrium in bridge virtual pier systems</a>  <font color="#6f6f6f">Nature</font>

Influence of structural parameters on the vertical pounding between girder and pier in unequal-span girder bridges under near-fault vertical ground motions
Natureworld

Influence of structural parameters on the vertical pounding between girder and pier in unequal-span girder bridges under near-fault vertical ground motions

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE95YWxrNGRqRmNlZDF6SFhjWXhSaXEwY1dfVUJ6alRpQ2R1RVB1SkExeXZIcGZsU29Td0o5MnFMMDd6cEJaVDdneHc3YWM5el8yWEJJTXl6c3JUQnNpeTVn?oc=5" target="_blank">Influence of structural parameters on the vertical pounding between girder and pier in unequal-span girder bridges under near-fault vertical ground motions</a>  <font color="#6f6f6f">Nature</font>

Reconstruction and validation of ground motions across dip-slip faults: an application to response analysis of a long-span suspension bridge
Natureworld

Reconstruction and validation of ground motions across dip-slip faults: an application to response analysis of a long-span suspension bridge

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE9DMlZLNnp1aUpmMm5BT2pTTURXN2k3WGNyR1lObVZXaFJ0ZUp2SnNTa2h5MW51UUpkS0VKeDdGUk9pMVA0YzhjTEc2TXAtRm81d0xUS0xYMDExMkwtcDBJ?oc=5" target="_blank">Reconstruction and validation of ground motions across dip-slip faults: an application to response analysis of a long-span suspension bridge</a>  <font color="#6f6f6f">Nature</font>

Frictional moving load-induced dynamic response of a porous piezoelectric micro/nano plate with superficial parabolic discontinuity | Scientific Reports
Naturegeneral

Frictional moving load-induced dynamic response of a porous piezoelectric micro/nano plate with superficial parabolic discontinuity | Scientific Reports

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE1LeFBtRFdBMll4ekRZSXg2SmJLazdXTzB0T2toSmZGNU9hYVFuSWlrN3JjTHVLWUNtMmpaZmk0a0t3M0dTNXZuNmJsRUlzWFBXSmNQLVBNbl8zTVMzbUY0?oc=5" target="_blank">Frictional moving load-induced dynamic response of a porous piezoelectric micro/nano plate with superficial parabolic discontinuity | Scientific Reports</a>  <font color="#6f6f6f">Nature</font>

Nonlinear seismic response analysis of long-span railway cable-stayed bridges crossing strike-slip faults
Naturetech

Nonlinear seismic response analysis of long-span railway cable-stayed bridges crossing strike-slip faults

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTFB3OHVkbzlDUDdVLURSdTdiU0dwWVNIZUxDcURIbXNsc25EaDA2bGEtYmU3STdPWUhoN1ViSEthRnRSTVFMb2NYbHZYbkEwZ3BKMDhYNmdoN1RjcWdZQjk4?oc=5" target="_blank">Nonlinear seismic response analysis of long-span railway cable-stayed bridges crossing strike-slip faults</a>  <font color="#6f6f6f">Nature</font>

Dynamic characteristics and safe operation speed threshold of metro train passing through curved bridge considering resilient wheel | Scientific Reports
Naturetech

Dynamic characteristics and safe operation speed threshold of metro train passing through curved bridge considering resilient wheel | Scientific Reports

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE5tUGtMMGhsSnJGMnpCOXNpVFVwNkV0SHhvcWtOTWFOSzJhZHUyLUl5NHBPbG9jSmZ1cGdiTjFValVBQW5GQ0hwVTZjSnFVTnhBWms2S0hjUGdabm1hRHJV?oc=5" target="_blank">Dynamic characteristics and safe operation speed threshold of metro train passing through curved bridge considering resilient wheel | Scientific Reports</a>  <font color="#6f6f6f">Nature</font>

Dynamic response of single pile induced by the vibration of tunnel boring machine in hard rock strata
Natureworld

Dynamic response of single pile induced by the vibration of tunnel boring machine in hard rock strata

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTFA1ZGdBd3FqaGk0ZFVkRTQ4ZEYzUjc3VE1KamFxSGg4Sl9zTy02T0N5dmVzbHpPWUxJUzI5dmozSXplbXhrcF9SS1dMSGdqUnRXNERBbzlNb2wxVURuaUo0?oc=5" target="_blank">Dynamic response of single pile induced by the vibration of tunnel boring machine in hard rock strata</a>  <font color="#6f6f6f">Nature</font>

Study on dynamic response of open web sandwich plate under near field explosive load
Natureworld

Study on dynamic response of open web sandwich plate under near field explosive load

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE1UbWt6WmtfZjVpVUxMUU5ONHZjanNHOTc4YXF3MmdZcko4cF9fNTM2ZEx0VUZEWmZSdGJubzVLVU9fSmdZQklZLXdRUUVBb05wSHUwc3phOTMxZE5teDIw?oc=5" target="_blank">Study on dynamic response of open web sandwich plate under near field explosive load</a>  <font color="#6f6f6f">Nature</font>

Development of a high-precision nano millimeter-wave radar system for non-contact bridge displacement monitoring
Naturegeneral

Development of a high-precision nano millimeter-wave radar system for non-contact bridge displacement monitoring

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE1NYzNjbDJmVExnVVhkN0RiVENPdFp0YWRMNU01bjRGelRYMU1QWFpidThRSUQzanUyQWcwX2hHd2dTZmp6RmUxNXFGSGNyYmFzc1VJZ2RsaWpBdFpfc19j?oc=5" target="_blank">Development of a high-precision nano millimeter-wave radar system for non-contact bridge displacement monitoring</a>  <font color="#6f6f6f">Nature</font>

Physical echo state network based on the nonlinearity and dynamic response of ambipolar heterostructure transistors
Naturegeneral

Physical echo state network based on the nonlinearity and dynamic response of ambipolar heterostructure transistors

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTFAwRF9VRVVGVHh0MExxUFM1RmJiR3V2OHVNYnpxUUdsYzR0alduRGl2Q2Qwbnh1T2l3LUxWckNNLXZSUTlzazloRUtRSHhUVEU1ZnZydzB5d3RDbjhpc1dJ?oc=5" target="_blank">Physical echo state network based on the nonlinearity and dynamic response of ambipolar heterostructure transistors</a>  <font color="#6f6f6f">Nature</font>

Structural Health Monitoring of a Unidirectional Isolation Bridge: Bidirectional Seismic Behavior, Stochastic Model Updating, and Prediction
Wiley Online Libraryscience

Structural Health Monitoring of a Unidirectional Isolation Bridge: Bidirectional Seismic Behavior, Stochastic Model Updating, and Prediction

<a href="https://news.google.com/rss/articles/CBMiakFVX3lxTE41NnRRSG95YnJQYy1nc21fZXVXaGp5OGZISTFycjZzN2lGRWRPUDN1cTBhbjRXODFqZ01KZzRWaXpmZ1E2T3Y4U2pvdzhiUktoLTg4Vk1jR0N3ckp0TDN4Z0hBdHBfVGE1MEE?oc=5" target="_blank">Structural Health Monitoring of a Unidirectional Isolation Bridge: Bidirectional Seismic Behavior, Stochastic Model Updating, and Prediction</a>  <font color="#6f6f6f">Wiley Online Library</font>

3D response simulation of a bridge with a posttensioned base rocking steel pier under sequential loading of traffic loads, braking force, and earthquake excitations
Wiley Online Libraryworld

3D response simulation of a bridge with a posttensioned base rocking steel pier under sequential loading of traffic loads, braking force, and earthquake excitations

<a href="https://news.google.com/rss/articles/CBMiaEFVX3lxTFAzbTBMMGFoTXJwNC1QdUN6WjRZenoxNEVYblpNLVFlZUhKM0UwWHJiOXJ5VmVicWZpWmNJZ3lfcW93RkVpdV9FdVZtczBPT2ZsNnFDQ2hhaERrdzc1dGNTU2RZMUw5cUF6?oc=5" target="_blank">3D response simulation of a bridge with a posttensioned base rocking steel pier under sequential loading of traffic loads, braking force, and earthquake excitations</a>  <font color="#6f6f6f">Wiley Online Library</font>

Mechanistic basis of the dynamic response of TWIK1 ionic selectivity to pH
Naturegeneral

Mechanistic basis of the dynamic response of TWIK1 ionic selectivity to pH

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE8wNklGaVo5ZVp6Z1VTODZJSzVaQjQ5dHZ0MWNQY1RMeFBBRmpLLXZHVGxJR2x6YnNVZXpCbDBvZlVtTERyMU42RTVZX2RpLUdvdW5DSmtnQW53TDNuX3JN?oc=5" target="_blank">Mechanistic basis of the dynamic response of TWIK1 ionic selectivity to pH</a>  <font color="#6f6f6f">Nature</font>

Finite element analysis of the seismic performance of wind and rain bridge
Naturetech

Finite element analysis of the seismic performance of wind and rain bridge

<a href="https://news.google.com/rss/articles/CBMiX0FVX3lxTE9IU2IzblBZVmFVU0RLUDF6ajhoeWRZcmFnRHZsY0xwaWc2S1pIb1RDa01OOGNuVVUzVzk4akRhcldtbUozSHFQOTUyUExMWllCMl9NMTFiSzBsT0haVXNv?oc=5" target="_blank">Finite element analysis of the seismic performance of wind and rain bridge</a>  <font color="#6f6f6f">Nature</font>

Numerical dynamic characterisation of concrete bridge stays
Wiley Online Librarygeneral

Numerical dynamic characterisation of concrete bridge stays

<a href="https://news.google.com/rss/articles/CBMiaEFVX3lxTE5iV3J0ZUhtR1ZlcVBYWXY1aXc2OVJBOHRMZ1pVOGZncjMwTHRPM3NzWG01aEIxVkFJS1JxdVNiMC05MDl2c1VjUkJIUlZ2cUoyU0pYWV9ZRmpwTDJjczVEMm0tclM1U18y?oc=5" target="_blank">Numerical dynamic characterisation of concrete bridge stays</a>  <font color="#6f6f6f">Wiley Online Library</font>

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