Relevant bibliographies by topics / Dynamic uplift

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Dynamic uplift'

Author: Grafiati
Published: 10 December 2022
Last updated: 31 July 2025

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Dynamic uplift.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Dynamic uplift"

1

Wu, Di, Jun Hong Zhou, and Shun Hua Zhou. "Research on Float Upward Point Values for Tunnel Uplift Hierarchical Control during Shield Tunnel Construction." Applied Mechanics and Materials 170-173 (May 2012): 1479–85. http://dx.doi.org/10.4028/www.scientific.net/amm.170-173.1479.

Full text
Abstract:
The adverse effect of tunnel uplifit on tunnel structural stability and waterproof property is increasingly prominent, leading to engineering problems such as segments connection and damage. All these bring the construction quality down and make it difficult for operations and management. Based on the data obtained from monitoring the upllifit of the serrid measure sections in two intervals in Ningbo metro line No. 1, this paper studies the segments uplift by analyzing segment mortise structure features and float upward trajectory. The article considers the worst conditions according to the si
APA, Harvard, Vancouver, ISO, and other styles
2

Dávila, Federico M., and Carolina Lithgow-Bertelloni. "Dynamic uplift during slab flattening." Earth and Planetary Science Letters 425 (September 2015): 34–43. http://dx.doi.org/10.1016/j.epsl.2015.05.026.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Gao, Chao, and Junxiao He. "Dynamic Response of Wooden Columns in Traditional Timber Structures Under Horizontal Earthquake." International Journal of Structural Stability and Dynamics 21, no. 10 (2021): 2150134. http://dx.doi.org/10.1142/s0219455421501340.

Full text
Abstract:
Accurately predicting the structure’s response under external loads is a prerequisite for scientific protection of traditional timber structures. Wooden columns are the key components for transmitting the vertical loads and resisting the lateral loads in traditional timber structures. The dynamic response characteristics of wooden columns eccentrically overlain by top column component under horizontal earthquakes are investigated in this paper. The critical triggering conditions for different phases of the dynamic response are derived. The factors that determine the transition between various
APA, Harvard, Vancouver, ISO, and other styles
4

Dempsey, Kevin M., and Irina V. Vasileva. "Dynamic Uplift Scenarios for Floating Ice." Journal of Cold Regions Engineering 20, no. 2 (2006): 39–51. http://dx.doi.org/10.1061/(asce)0887-381x(2006)20:2(39).

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Scacco, Martina, Andrea Flack, Olivier Duriez, Martin Wikelski, and Kamran Safi. "Static landscape features predict uplift locations for soaring birds across Europe." Royal Society Open Science 6, no. 1 (2019): 181440. http://dx.doi.org/10.1098/rsos.181440.

Full text
Abstract:
Soaring flight is a remarkable adaptation to reduce movement costs by taking advantage of atmospheric uplifts. The movement pattern of soaring birds is shaped by the spatial and temporal availability and intensity of uplifts, which result from an interaction of local weather conditions with the underlying landscape structure. We used soaring flight locations and vertical speeds of an obligate soaring species, the white stork ( Ciconia ciconia ), as proxies for uplift availability and intensity. We then tested if static landscape features such as topography and land cover, instead of the common
APA, Harvard, Vancouver, ISO, and other styles
6

Vasileva, Irina V., and Kevin M. Dempsey. "Empirical Force Laws for the Prescribed Dynamic Uplift of a Floating Plate." Journal of Ship Research 51, no. 01 (2007): 76–81. http://dx.doi.org/10.5957/jsr.2007.51.1.76.

Full text
Abstract:
An infinite thin plate floating on an ideal fluid of finite depth is subjected to a concentrated dynamic uplift force. For a specified upward displacement, the uplift force potential is the solution of a Volterra integral equation of the first kind and of convolution type. In this paper, empirical force laws for the prescribed dynamic uplift of a floating plate are derived for two canonical problems.
APA, Harvard, Vancouver, ISO, and other styles
7

von Eynatten, Hilmar, Jonas Kley, István Dunkl, Veit-Enno Hoffmann, and Annemarie Simon. "Late Cretaceous to Paleogene exhumation in central Europe – localized inversion vs. large-scale domal uplift." Solid Earth 12, no. 4 (2021): 935–58. http://dx.doi.org/10.5194/se-12-935-2021.

Full text
Abstract:
Abstract. Large parts of central Europe experienced exhumation in Late Cretaceous to Paleogene time. Previous studies mainly focused on thrusted basement uplifts to unravel the magnitude, processes and timing of exhumation. This study provides, for the first time, a comprehensive thermochronological dataset from mostly Permo-Triassic strata exposed adjacent to and between the basement uplifts in central Germany, comprising an area of at least some 250–300 km across. Results of apatite fission-track and (U–Th) / He analyses on > 100 new samples reveal that (i) kilometre-scale exhumation affe
APA, Harvard, Vancouver, ISO, and other styles
8

Behnamfar, Farhad, Seyyed Mohammad Mirhosseini, and Hossein Alibabaei. "Seismic behavior of structures considering uplift and soil–structure interaction." Advances in Structural Engineering 20, no. 11 (2017): 1712–26. http://dx.doi.org/10.1177/1369433217693628.

Full text
Abstract:
A common assumption when analyzing a structure for earthquake forces is that the building is positively attached to a rigid ground so that it can sustain possible tensile forces without being detached, or uplifted, from its bearing points. Considering the facts that almost no tension can be transferred between a surface foundation and soil and soft soils interact with the supported structure during earthquakes, in this research, the effects of uplift and soil–structure interaction on nonlinear seismic response of structures are evaluated. Several reinforced concrete and steel structures under
APA, Harvard, Vancouver, ISO, and other styles
9

Daizhi, Liu. "Study on the dynamic mechanism of the Quinghai-Xizang (Tibet) Plateau uplift." Global Tectonics and Metallogeny 6, no. 1 (1996): 9–17. http://dx.doi.org/10.1127/gtm/6/1996/9.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Suhadha, Argo Galih, and Atriyon Julzarika. "Dynamic Displacement using DInSAR of Sentinel-1 in Sunda Strait." Trends in Sciences 19, no. 13 (2022): 4623. http://dx.doi.org/10.48048/tis.2022.4623.

Full text
Abstract:
Sunda Strait’s geographical condition makes it experience many tectonic and seismic events. Deformation monitoring has been carried out with various methods ranging from terrestrial and non-terrestrial surveys. This study aimed to monitor the dynamics of deformation in the Sunda Strait region in 2019 using Differential Interferometric Synthetic Aperture Radar (DInSAR). DInSAR principle analyzes the paired SAR images that have been co-registered with different acquisition times to detect changes along the sensor observation line to the target or Line of Sight (LOS). The SAR data used are Sentin
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Dynamic uplift"

1

Alassafin, Wassim. "Wind Uplift Resistance of Roof Edge Components." Thèse, Université d'Ottawa / University of Ottawa, 2013. http://hdl.handle.net/10393/23958.

Full text
Abstract:
A roof is a critical envelope of a building. It provides protection for the building interior against various weather elements, such as snow, rain and wind. Roofs are normally composed of several components such as insulation, barriers and water proofing membrane. A roof edge is the perimetric part of a roof that serves as termination for roof components. In generic terms, a roof edge system is composed of a parapet with metal components, such as coping and cleat/clip. The edge system is typically subjected to negative pressure (suction) due to wind flow over the roof. Therefore, a roof edge i
APA, Harvard, Vancouver, ISO, and other styles
2

Rodríguez, Tribaldos Verónica. "Epeirogeny of South America and evolution of Parnaíba Basin, northeast Brazil." Thesis, University of Cambridge, 2018. https://www.repository.cam.ac.uk/handle/1810/273673.

Full text
Abstract:
It is recognised that some proportion of South American large-scale topography has been generated by convection within the Earth's mantle. Yet, spatial and temporal patterns of dynamic topography remain poorly understood. Variation of present-day dynamic topography can be mapped in the oceans by calculating residual depths with respect to the well-known age-depth relationship. Along the margins abutting South America, anomalies with amplitudes of $\pm1$ km and wavelengths of $\sim10^{3}$ km are observed. Onshore, dynamic topography is investigated by analysing a range of disparate datasets. Po
APA, Harvard, Vancouver, ISO, and other styles
3

Domanic, Arman Kemal. "Effects Of Vertical Excitation On Seismic Performance Of Highway Bridges And Hold-down Device Requirements." Master's thesis, METU, 2008. http://etd.lib.metu.edu.tr/upload/12609297/index.pdf.

Full text
Abstract:
ABSTRACT EFFECTS OF VERTICAL EXCITATION ON SEISMIC PERFORMANCE OF HIGHWAY BRIDGES AND HOLD-DOWN DEVICE REQUIREMENT Domani&ccedil<br>, Kemal Arman M.S., Department of Civil Engineering Supervisor: Assist. Prof. Dr. Alp Caner February 2008, 152 pages Most bridge specifications ignore the contribution of vertical motion in earthquake analyses. However, vertical excitation can develop significant damage, especially at bearing locations as indeed was the case in the recent 1999 izmit Earthquake. These observations, combined with recent developments in the same direction, supplied the motivation to
APA, Harvard, Vancouver, ISO, and other styles
4

Kosbab, Benjamin David. "Seismic performance evaluation of port container cranes allowed to uplift." Diss., Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/33921.

Full text
Abstract:
The seismic behavior of port container cranes has been largely ignored-by owners, operators, engineers, and code officials alike. This is despite their importance to daily port operations, where historical evidence suggests that port operational downtime following a seismic event can have a crippling effect on the affected local, regional, and national economies. Because the replacement time in the event of crane collapse can be a year or more, crane collapse has the potential to be the "critical path" for post-disaster port recovery. Since the 1960's, crane designers allowed and encouraged
APA, Harvard, Vancouver, ISO, and other styles
5

Leppälä, M. (Mirva). "Successional changes in vegetation and carbon dynamics during boreal mire development." Doctoral thesis, Oulun yliopisto, 2011. http://urn.fi/urn:isbn:9789514294655.

Full text
Abstract:
Abstract Succession is a compositional change of species and other ecosystem characteristics over time. Mire development, i.e., long-term mire succession is basically driven by an increase in peat layer height, promoting changes in hydrology, vegetation and nutrient status of a particular mire. Due to this, ecosystem processes, such as production and loss of carbon due to decomposition (i.e. carbon gas functions), change with increasing successional mire stage. An adequate method for studying the changes in ecosystem C functions is to measure CO2 and CH4 fluxes between the ecosystem and atmosp
APA, Harvard, Vancouver, ISO, and other styles
6

Lahad, Bachir. "Joint Uplink/Downlink Radio Resource Allocation in 5G HetNets." Electronic Thesis or Diss., université Paris-Saclay, 2020. http://www.theses.fr/2020UPASG057.

Full text
Abstract:
La croissance rapide du trafic de données sans fil et des services intensifs en bande passante (voix sur IP, streaming vidéo, live streaming, etc.) nécessite de trouver des solutions viables pour améliorer la qualité de service et maximiser les performances du réseau. Pour s'adapter à ces applications intensives en bande passante, les réseaux cellulaires hétérogènes (HetNets) ont été introduits dans le 3GPP comme l'une des principales caractéristiques pour répondre à ces exigences avancées.Maintenant, en raison de la différence de charges de trafic de liaison montante (UL) et de liaison descen
APA, Harvard, Vancouver, ISO, and other styles
7

Biral, Andrea. "Novel Network Paradigms: Microfluidic and M2M Communications." Doctoral thesis, Università degli studi di Padova, 2017. http://hdl.handle.net/11577/3424683.

Full text
Abstract:
The present thesis focuses on two appealing paradigms that are expected to characterize the next generation of communication systems: microfluidic networking and Machine to Machine (M2M) Communications. Concerning the former topic, we show how it is possible to introduce switching and routing mechanism in microfluidic systems. We define some simple mathematical models that capture the macroscopic behavior of droplets in microfluidic networks. Then, we use them to implement a simulator that is able to reproduce the motion and predict the path of droplets in a generic microfluidic system. We val
APA, Harvard, Vancouver, ISO, and other styles
8

Chuang, Wen-Ya, and 莊汶雅. "Dynamic centrifuge modeling on uplift mechanism of immersed tunnel." Thesis, 2011. http://ndltd.ncl.edu.tw/handle/79283239331890312640.

Full text
Abstract:
碩士<br>國立中央大學<br>土木工程研究所<br>99<br>Saturated loose sand may liquefy during strong earthquakes. Floating of embedded tunnel due to the lighter unit weight of the tunnel during the surrounding soil liquefaction may cause severe damage of tunnel. A series of dynamic centrifuge model tests was conducted in order to investigate uplift behavior of tunnel in the liquefiable sand during 1-D shaking. The model tunnels used in the study have different unit weights and are embedded in two different embedment depths and in the different sand beds saturated with viscous fluid and water, respectively. Four ac
APA, Harvard, Vancouver, ISO, and other styles
9

"Dynamic response of multi-degree of freedom structure with sliding isolation system and uplift." Thesis, 2010. http://hdl.handle.net/1911/62170.

Full text
Abstract:
In this study the two dimensional dynamic response of a Multi Degree of Freedom (MDOF) sliding isolated structure permitted to uplift is studied. The MDOF superstructure is supported by two sets of sliding bearings situated at both the ends of the base mat. The foundation supporting the sliding bearings is assumed to be flexible and modeled using two sets of viscoelastic spring-dashpot systems attached below the sliding isolation bearings. The nonlinear stick-slip behavior of the friction based sliding isolation system is modeled using a hysteretic Bouc-Wen model. A nonlinear analytical model
APA, Harvard, Vancouver, ISO, and other styles
10

Hsu, Shih-Yu, and 許師瑜. "A Study of the Seabed Dynamic Behaviors around the Pile Foundation under the Regular Wave Actions and its Uplift Resistance Force." Thesis, 2018. http://ndltd.ncl.edu.tw/handle/695hbq.

Full text
Abstract:
博士<br>國立臺灣海洋大學<br>河海工程學系<br>106<br>In this study, a series of hydraulic model tests about the regular wave induced seabed dynamic behavior around a monopile were carried out in a wave flume to investigate the wave force on pile and pore water pressue in seabed soil for the offshore pile foundation. The wave force of the immersed part of a pile and beneath the seabed, and the pore water pressure inside the seabed soil were investigated. Also the theory to evaluate the uplift capacity of belled piles in sandy soil was derived, and a new signal filtering method was developed to solve the noise pr
APA, Harvard, Vancouver, ISO, and other styles
More sources

Books on the topic "Dynamic uplift"

1

Burkholder, Zoë. An African American Dilemma. Oxford University Press, 2021. http://dx.doi.org/10.1093/oso/9780190605131.001.0001.

Full text
Abstract:
Since Brown v. Board of Education in 1954, Americans have viewed school integration as a central tenet of the Black civil rights movement. Yet school integration was not the only—or even always the dominant—civil rights strategy. At times, African Americans also fought for separate, Black-controlled schools dedicated to racial uplift, community empowerment, and self-determination. An African American Dilemma offers a social history of debates over school integration within northern Black communities from the 1840s to the present. This broad geographical and temporal focus reveals that northern
APA, Harvard, Vancouver, ISO, and other styles
2

Thaggert, Miriam, and Rachel Farebrother, eds. African American Literature in Transition, 1920–1930. Cambridge University Press, 2022. http://dx.doi.org/10.1017/9781108992039.

Full text
Abstract:
African American Literature in Transition, 1920-1930 presents original essays that map ideological, historical, and cultural shifts in the 1920s. Complicating the familiar reading of the 1920s as a decade that began with a spectacular boom and ended with disillusionment and bust, the collection explores the range and diversity of Black cultural production. Emphasizing a generative contrast between the ephemeral qualities of periodicals, clothes, and décor and the relative fixity of canonical texts, this volume captures in its dynamics a cultural movement that was fluid and expansive. Chapters
APA, Harvard, Vancouver, ISO, and other styles
3

Dickinson, William R. Coastal Landforms on Islands of Pacific Oceania. Edited by Ethan E. Cochrane and Terry L. Hunt. Oxford University Press, 2014. http://dx.doi.org/10.1093/oxfordhb/9780199925070.013.023.

Full text
Abstract:
The evolution of coastal landforms on tropical Pacific islands has been influenced jointly by changes in relative sea level and by shoreline sediment dynamics. During human occupation of Pacific Oceania, changes in sea level have reflected a monotonic hydro-isostatic drawdown in regional sea level following a mid-Holocene highstand in eustatic sea level, and varied patterns of tectonic uplift or subsidence affecting individual islands or island groups. Wave erosion has altered some bold coastlines, but the dominant trend of paleoshoreline evolution along lowland coasts has been the expansion o
APA, Harvard, Vancouver, ISO, and other styles
4

Howard, R., and Falon Kartch. Gandhi's Global Legacy. The Rowman & Littlefield Publishing Group, 2022. https://doi.org/10.5040/9781666989106.

Full text
Abstract:
While there has been sustained interest in Gandhi’s methods and continued academic inquiry, Gandhi's Global Legacy: Moral Methods and Modern Challenges is unique in bringing together an interdisciplinary group of scholars who analyze Gandhi’s tactics, moral methods, and philosophical principles, not just in the fields of social and political activism, but in the areas of philosophy, religion, literature, economics, health, international relations, and interpersonal communication. Bringing this wide range of disciplinary backgrounds, the contributors provide fresh perspectives on Gandhi’s thoug
APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Dynamic uplift"

1

Dempsey, Kevin, and Irena Vasileva. "Forced Dynamic Uplift of Floating Plates." In IUTAM Symposium on Integrated Modeling of Fully Coupled Fluid Structure Interactions Using Analysis, Computations and Experiments. Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-007-0995-9_28.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Choudhuri, Mainak, and Michal Nemčok. "Dynamic Crustal Uplift Due to Plume Activity." In SpringerBriefs in Earth System Sciences. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-44239-6_3.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Nåvik, Petter, and Anders Rønnquist. "Uplift-Monitoring for Dynamic Assessment of Electrical Railway Contact Lines." In Conference Proceedings of the Society for Experimental Mechanics Series. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-15248-6_25.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

Ma, Lun, and William A. Nash. "Nonlinear uplift analysis of a liquid storage tank." In Structural Dynamics. Routledge, 2022. http://dx.doi.org/10.1201/9780203738085-73.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Banerjee, Malay, Anirban Chakraborti, and Jun-ichi Inoue. "Maximizing a Psychological Uplift in Love Dynamics." In Nonlinear Maps and their Applications. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-12328-8_15.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

McGetchin, T. R., K. C. Burke, G. A. Thompson, and R. A. Young. "Mode and Mechanisms of Plateau Uplifts." In Dynamics of Plate Interiors. American Geophysical Union, 2013. http://dx.doi.org/10.1029/gd001p0099.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

Borkar, Vivek S., and Joy Kuri. "Optimal Distributed Uplink Channel Allocation: A Constrained MDP Formulation." In Annals of the International Society of Dynamic Games. Birkhäuser Boston, 2010. http://dx.doi.org/10.1007/978-0-8176-8089-3_21.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Mi, Tao, Zhi Wang, and Xue-Song Li. "Multi-cell Dynamic Interference Coordination Algorithm in LTE Uplink System." In Frontiers in Computer Education. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-27552-4_131.

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Le-Ngoc, Tho, Rajesh Dawadi, Saeedeh Parsaeefard, and Mahsa Derakhshani. "Uplink Resource-Allocation in VWN with Massive-MIMO and Dynamic Pilot-Duration." In Virtualized Wireless Networks. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-57388-5_4.

Full text
APA, Harvard, Vancouver, ISO, and other styles
10

Liu, Xu, Xin Chen, Ying Chen, and Zhuo Li. "Deep Learning Based Dynamic Uplink Power Control for NOMA Ultra-Dense Network System." In Communications in Computer and Information Science. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-15-2777-7_64.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Dynamic uplift"

1

Aggarwal, Mayank, Shyamal Dhua, Ram Aditya S, Vimal Bastin Edwin Joseph, Bharath Kumar Kalavala, and B. Jeevan Prakash. "Machine Learning Based Dynamic TTI Bundling for LTE VoIP Uplink Coverage Improvement." In 2025 IEEE 22nd Consumer Communications & Networking Conference (CCNC). IEEE, 2025. https://doi.org/10.1109/ccnc54725.2025.10975890.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Zhen, Huang, Yang Bo, Li Guoying, Ren Jian, and Wang Xiaoling. "The Model of Sandbody Controlled by Dynamic Provenance System and its Exploration Significance in Superposition Area of Strike-Slip and Extension Stress in the South of Bohai Sea." In International Petroleum Technology Conference. IPTC, 2021. http://dx.doi.org/10.2523/iptc-21192-ms.

Full text
Abstract:
Abstract Laizhouwan sag in Bohai Bay basin is a fault basin controlled by extensional fault depression and strike slip pull apart, which is an important oil and gas exploration area in Bohai Bay. Exploration practice shows that the prediction of high quality reservoir is the core problem of exploration in this area. Based on the analysis of drilling, seismic data and structural physical simulation in Laizhouwan depression, this paper analyzes the structural deformation under the stress field of strike slip extensional superposition, and points out the dynamic source controlled sand model in th
APA, Harvard, Vancouver, ISO, and other styles
3

Hayashi, Shoichiro, and Tomoyo Taniguchi. "A Study of Dynamic Response Behavior During Earthquake for Large LNG Storage Tanks in Consideration of Uplift." In ASME 2013 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/pvp2013-97421.

Full text
Abstract:
Under severe seismic design conditions for LNG storage tanks in recent years, detail verification of soundness of structure including uplift behavior of bottom plate has been required. The design state is used to be analyzed statically as if the maximum dynamic pressure represents reciprocal processes during the earthquake. However, the previous studies reveals that the static analysis fails to calculate dynamic response behavior including uplift of bottom plate. In this paper, fluid-structure coupled 3-dimensional time-history FE analysis was performed for study of dynamic response including
APA, Harvard, Vancouver, ISO, and other styles
4

Mikoshiba, Tadashi, Chikahiro Minowa, Takanori Sato, Li Shao, and Toshio Chiba. "A Dynamic Behavior of the Frame Structure Allows the Columns to Uplift." In ASME 2006 Pressure Vessels and Piping/ICPVT-11 Conference. ASMEDC, 2006. http://dx.doi.org/10.1115/pvp2006-icpvt-11-93283.

Full text
Abstract:
To investigate the dynamic behavior of the frame structure which allows the columns to uplift, a shaking table test was conducted by using a 4-story frame structure model. The effect of the absence or presence of the uplift and the damper in the column on the dynamic behavior of the structure were clarified. Dynamic response of the traditional frame structure with damper was compared to that of structure with damper in the columns. By using damper in the columns, the seismic impact of the structure was controlled. It is confirmed that the frame structure which is allowed the columns to uplift
APA, Harvard, Vancouver, ISO, and other styles
5

Mendoza, Edgar, Manuel Verduzco, and Rodolfo Silva. "Investigation on Uplift Dynamic Pressures in Crown Wall Breakwaters." In Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480304.071.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Svendsen, Martin N., Paola Bertolini, and Frederik Vind. "The New Storstrøm Bridge - Nonlinear Dynamic Ship Impacts." In IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.1435.

Full text
Abstract:
&lt;p&gt;The New Storstrøm Bridge in Denmark is a 3800m long concrete girder bridge with 44 standard spans of mostly 80m and two navigational spans of 160m which are stay cable supported. The foundations are constructed as direct pad foundations, i.e. with the ability of the caissons to slide and rotate on gravel beds. The bridge supports two high-speed railway tracks and two lanes of road traffic. The waters of Storstrømmen are prone to high naval activity and this, in combination with relatively flexible foundations and high dynamic sensitivity of the girder due to train runability requireme
APA, Harvard, Vancouver, ISO, and other styles
7

Salehi, Mohammad, Amir Hossein Jafarieh, and Mohammad Ali Ghannad. "Effects of Foundation Uplift on the Dynamic Response of Steel Frames." In Structures Congress 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480410.038.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

Hayashi, Shoichiro, and Tomoyo Taniguchi. "A Study of Formularization of Uplift Behavior at the Bottom Plate of Large LNG Storage Tanks During Earthquake." In ASME 2012 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2012. http://dx.doi.org/10.1115/pvp2012-78784.

Full text
Abstract:
In recent years, it has been found that seismic demand tends to be higher for LNG storage tanks and it requires detail estimations about the tank uplift. Generally FE analysis is performed for this aim, since the most of present design standards do not specify the design formula to calculate the stress of the bottom plate. In the case of establishing the bottom plate model with the uplift, several properties have to be considered, such as tank dimension and plate thickness, magnitude and distribution of dynamic liquid pressure that is affected by width and height of the uplift, elasticity of t
APA, Harvard, Vancouver, ISO, and other styles
9

Hayashi, Shoichiro, Tomoyo Taniguchi, Akira Umeda, Hisayuki Yamada, Takumi Kawasaki, and Hitoshi Nagahara. "A Study of Fluid-Structure Coupled Analysis for Large LNG Storage Tanks in Consideration of Uplift." In ASME 2011 Pressure Vessels and Piping Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/pvp2011-57925.

Full text
Abstract:
With the rising demand for LNG in recent years, expansion of existing LNG terminals and construction of new ones are planned in many places around the world, and some of such projects are already in progress. Sites selected for these projects may not necessarily have favorable soil conditions from the viewpoint of seismic protection. Seismic demand tends to be higher for LNG storage tanks to be built on such sites. Severe seismic deign conditions require precise estimation of the uplift at the annular part during the earthquake. Depending on the estimation results, either of the following meas
APA, Harvard, Vancouver, ISO, and other styles
10

Ishihara, Tadashi, Mitsumasa Midorikawa, and Tatsuya Azuhata. "Vibration characteristics and dynamic behavior of multiple story buildings allowed to uplift." In Smart Structures and Materials, edited by William W. Clark, Mehdi Ahmadian, and Arnold Lumsdaine. SPIE, 2006. http://dx.doi.org/10.1117/12.658465.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Reports on the topic "Dynamic uplift"

1

Berger, Marius, Antoine Dechezleprêtre, and Rudy Verlhac. Did the COVID-19 crisis uplift business dynamics and venture capital financing? Organisation for Economic Co-Operation and Development (OECD), 2025. https://doi.org/10.1787/95c2c9cd-en.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Mojidra, Rushil, and Keri Ryan. Influence of Vertical Ground Motion on Bridges Isolated with Spherical Sliding Bearings. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2019. http://dx.doi.org/10.55461/rynq3624.

Full text
Abstract:
The motivation for this project developed from testing of a full scale building isolated with triple friction pendulum bearings on the E-defense shake table in Japan. The test demonstrated experimentally that the vertical component of ground motion can amplify both the base shear and the story acceleration in the isolated building. Vertical shaking introduced high-frequency variation in the axial force of the bearings, and, consequently, a high-frequency component in the bearing lateral force, which excited higher structural modes in the building. Since vertical bridges are flexible in the ver
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Dynamic uplift' for particular source types:
Journal articles Dissertations / Theses
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography