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Auswahl der wissenschaftlichen Literatur zum Thema „Behavioral shield“
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Zeitschriftenartikel zum Thema "Behavioral shield"
Morabito, Marco, Alessandro Messeri, Pascal Noti, Ana Casanueva, Alfonso Crisci, Sven Kotlarski, Simone Orlandini et al. „An Occupational Heat–Health Warning System for Europe: The HEAT-SHIELD Platform“. International Journal of Environmental Research and Public Health 16, Nr. 16 (13.08.2019): 2890. http://dx.doi.org/10.3390/ijerph16162890.
Der volle Inhalt der QuelleSadoul, Bastien, Daniel T. Blumstein, Sébastien Alfonso und Benjamin Geffroy. „Human protection drives the emergence of a new coping style in animals“. PLOS Biology 19, Nr. 4 (06.04.2021): e3001186. http://dx.doi.org/10.1371/journal.pbio.3001186.
Der volle Inhalt der QuelleRus, Holly M., und Jitske Tiemensma. „Social media as a shield: Facebook buffers acute stress“. Physiology & Behavior 185 (März 2018): 46–54. http://dx.doi.org/10.1016/j.physbeh.2017.12.021.
Der volle Inhalt der QuelleEens, Marcel, Els Van Duyse, Luc Berghman und Rianne Pinxten. „Shield Characteristics Are Testosterone-Dependent in Both Male and Female Moorhens“. Hormones and Behavior 37, Nr. 2 (März 2000): 126–34. http://dx.doi.org/10.1006/hbeh.1999.1569.
Der volle Inhalt der QuelleBlass, Elliott M., David J. Shide, Chris Zaw-Mon und James Sorrentino. „Mother as shield: Differential effects of contact and nursing on pain responsivity in infant rats: Evidence for nonopioid mediation.“ Behavioral Neuroscience 109, Nr. 2 (1995): 342–53. http://dx.doi.org/10.1037/0735-7044.109.2.342.
Der volle Inhalt der QuelleDuRant, Sarah E., John D. Willson und Rachel B. Carroll. „Parental Effects and Climate Change: Will Avian Incubation Behavior Shield Embryos from Increasing Environmental Temperatures?“ Integrative and Comparative Biology 59, Nr. 4 (05.06.2019): 1068–80. http://dx.doi.org/10.1093/icb/icz083.
Der volle Inhalt der QuelleCOLE, JEFFREY A., DAVID B. WEISSMAN, DAVID C. LIGHTFOOT, NORIHIRO UESHIMA, ELŻBIETA WARCHAŁOWSKA-ŚLIWA, ANNA MARYAŃSKA-NADACHOWSKA und WILL CHATFIELD-TAYLOR. „A revision of the shield-back katydid genus Neduba (Orthoptera: Tettigoniidae: Tettigoniinae: Nedubini)“. Zootaxa 4910, Nr. 1 (19.01.2021): 1–92. http://dx.doi.org/10.11646/zootaxa.4910.1.1.
Der volle Inhalt der QuelleRodriguez, Violeta J., Antonio Chahine, Aileen de la Rosa, Tae Kyoung Lee, Nicholas V. Cristofari, Deborah L. Jones, Robert Zulu, Ndashi Chitalu und Stephen M. Weiss. „Identifying factors associated with successful implementation and uptake of an evidence-based voluntary medical male circumcision program in Zambia: the Spear and Shield 2 Program“. Translational Behavioral Medicine 10, Nr. 4 (16.05.2019): 970–77. http://dx.doi.org/10.1093/tbm/ibz048.
Der volle Inhalt der QuelleKaufman, Erin L. „Mu-metal magnetic shield box to improve the day-to-day quality of life for vagus nerve stimulator patients“. Epilepsy & Behavior 14, Nr. 2 (Februar 2009): 432. http://dx.doi.org/10.1016/j.yebeh.2008.11.001.
Der volle Inhalt der QuelleCrowley, Camille E., und Robert D. Magrath. „Shields of offence: signalling competitive ability in the dusky moorhen, Gallinula tenebrosa“. Australian Journal of Zoology 52, Nr. 5 (2004): 463. http://dx.doi.org/10.1071/zo04013.
Der volle Inhalt der QuelleDissertationen zum Thema "Behavioral shield"
Shirasuna, Takeshi. „Finite element analyses on cohesive soil behavior due to advanced shield tunneling“. Diss., Virginia Polytechnic Institute and State University, 1985. http://hdl.handle.net/10919/50010.
Der volle Inhalt der QuellePh. D.
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Johansen, Aleksandra I. „Seasonal change in defensive coloration in a shieldbug“. Doctoral thesis, Stockholms universitet, Zoologiska institutionen, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:su:diva-62466.
Der volle Inhalt der QuelleAt the time of the doctoral defense, the following papers were unpublished and had a status as follows: Paper 3: Manuscript. Paper 4: Accepted.
Dumont, Karin McPeak. „God's shield the relationship between God attachment, relationship satisfaction, and adult child of an alcoholic (ACOA) status in a sample of evangelical graduate counseling students /“. Lynchburg, Va. : Liberty University, 2009. http://digitalcommons.liberty.edu.
Der volle Inhalt der QuelleVarga, Adam. „Identifikace a charakterizace škodlivého chování v grafech chování“. Master's thesis, Vysoké učení technické v Brně. Fakulta elektrotechniky a komunikačních technologií, 2021. http://www.nusl.cz/ntk/nusl-442388.
Der volle Inhalt der QuelleChen, Chia-Hung, und 陳家宏. „A Study On Behaviors of Soft Ground during Shield Tunneling“. Thesis, 2006. http://ndltd.ncl.edu.tw/handle/84407302102069474619.
Der volle Inhalt der Quelle國立高雄應用科技大學
土木工程與防災科技研究所
94
This study first explored the surface settlement rate induced by shield-tunnelling based on data from Taipei and it was found that no further movement on ground level in 70-100 days after passing the machine head. In addition, majority of surface settlement caused by shield-tunnelling in Taipei is the immediate settlement and the consolidation only contributes 28% to 35% of total surface ground settlement. A feedback back analysis based on field measurement data was delivered to define the surface settlement trough width parameter (K) and ground loss rate (V). It indicated that K varies from 0.5 to 1.0 and V varies from 0.8% to 1.3%. Further, influences on surface settlement from two construction parameters, cell pressure and backfill grout volume were examined. It was recommended that an additional cell pressure would not reduce the ground loss rate after a certain cell pressure was given. It was also seen that actual volume of backfill grout used during construction is 113- 143% of theoretical volume and more backfill grout might reduce surface settlement but the construction cost would be definitely increased.
Shie, Jing-Shiun, und 謝儆勲. „The Effects of Adjacent Shield Tunneling on Mechanical Behaviors of Different Types Foundation of High-Rise Buildings in Taipei Metropolitan“. Thesis, 2018. http://ndltd.ncl.edu.tw/handle/897w6n.
Der volle Inhalt der Quelle國立中興大學
水土保持學系所
106
This study investigates the effects of adjacent shield tunneling on the mechanical behaviors of existing foundation with different types and the deformation responses of soil strata. In Taipei Metropolitan, the shield tunneling is commonly performed thru the underground of different foundation types include green field (without foundation), mat foundation and piled-raft foundation with diaphragm wall (D-wall) retaining structure. Firstly, the validity of numerical procedures used in the simulation of shield tunneling were verified by comparing the settlement trough of simulation with that of measurement of Nei-hu line (CB420 bid) of MRT (Mass Rapid Transit) construction project, in Taipei Metropolitan. The numerical results demonstrate that the simulation phases, various applied pressure, and material model parameters used in shield tunneling simulation can effectively capture the deformation responses of soil strata in the field site. Meanwhile, based on the typical constructions of deep excavation and foundation in Taipei Metropolitan, several three-dimensional (3-D) numerical models of shield tunneling were established for three types of foundation and two types of advancing modes. The foundation types include Case-F1 (green field without foundation), Case-F2 (mat foundation with D-wall), and Case- F3 (piled-raft foundation with D-wall). On the other hand, the shield tunneling was arranged to advance at a vertical distance V (V-value=0.5xD, 1.0xD, 2.0xD and D=5.4 m=tunnel diameter) beneath a foundation and at a horizontal distance H (H-value=0.5xD, 1.0xD, 2.0xD) beside a foundation. The interactive behaviors of shield tunneling and existing foundation structures were discussed in terms of transverse and longitudinal settlement troughs, settlement of pile head (δv), bending moment of pile shaft (Mp), lateral displacement (δh) and bending moment (Mw) of D-wall. In addition, the effect of sectional contraction rate C (C-value=0.5, 0.75, 1.0, 1.5, 2.0 and 3.0) on the deformation response of soil strata during shield tunneling was also investigated. Based on the numerical results, the displacements of soil strata, piled-raft foundation and diaphragm wall varies with the advancing of shield tunneling and among which the variation of settlement trough of soil strata is most significant. However, the variation of bending moment of D-wall is negligible because the disturbance of shield tunneling to the D-wall is much smaller than that in the excavation stage. In addition, for all types of foundations and shield tunneling underground at a vertical distance V (=0.5xD, 1.0xD, 2.0xD), the influence zone (or disturbance zone) of ground settlement above tunnel crown caused by the advancing of shield tunneling approximates in a range of -3.0xD (shield approaching) ~ 2.0xD (shield move away). The deformation of soil strata and foundation structure above the tunnel crown increase with the decreasing V-value while the mechanical mechanism changes as the V-value increasing. For the situation of shield tunneling advancing beneath the foundation, the settlement of soil strata above tunnel crown of Case-F3 (piled-raft foundation with D-wall) descends dramatically when comparing with that of Case-F2 (mat foundation with D-wall). Meanwhile, the settlement of Case-F3 is similar to that of Case- F1 (green field without foundation). Moreover, the maximum ground settlement is directly proportional to the sectional contraction rate C of shield tunneling. Accordingly, the C-value has a significant effect on the settlement calculation caused by shield tunneling. For the situation of shield tunneling advancing beside the foundation, a ground heave occurs due to the unbalanced overburden between the D-wall and shield. In addition, the settlement of monitoring points above the tunnel crown starts in response to the tunnel advancing when the tunnel face locates at a distance to the monitoring point of y=-3.0xD (shield approaching) ~ y=2.0xD (shield move away).
Cheng, Lin Yu, und 林祐正. „A Study of Applying Numerical Analysis on Simulation of Building Excavation Project and the impacts on mechanical behaviors of neighboring shield tunne“. Thesis, 2009. http://ndltd.ncl.edu.tw/handle/41280084240929640538.
Der volle Inhalt der Quelle中華技術學院
土木防災工程研究所
97
Taipei Metropolitan is located in an isthmus environment. Under such high density development of commercial buildings and due to an increasing number of underground adjacent structures in close proximity of constructions, an immense number of impacts have been brought on the building constructions along the Mass Rapid Transit (MRT) lines. In the past, most scholars in Taiwan have conduced studies with preference on discussing the impacts of the direct pass-through of MRT below the existing buildings, however with only few scholars provided studies on impacts of the deep excavation process for building foundation on MRT tunnels. Therefore this issue merits further investigation. The study emphasizes on the case study of MRT project along the Xinzhuang Line, with reference to measurements taken from the 『impact assessment report of new building excavation on MRT tunnel safety 』 to be used as raw data, applying with numerical back analysis to analyze the overall displacement, lateral displacement, bending moment, and shear force of diaphragm wall, as well as vertical displacement, lateral displacement, bending moment and shear force of MRT shield tunnel during the excavation phase. Subsequently conduct simulation on the impact of foundation vertical excavation, diaphragm wall thickening, increase of supporting prestress and change of supporting stiffness to the neighboring tunnel within a reasonable range. From the analysis results we have drawn the following conclusions: 1. The center offset△r of uplink tunnel will expand with the increase in depth of excavation of west wall SID2. 2. The value of the dump tube degree for west wall SID2 will result in a relatively reduced effect with increase for δmax in depth of excavation. 3. The value of center offset△r of uplink tunnel will result in a relatively reduced effect with the increase in depth of excavation. 4. When analysis the wall thickness of △Xc and △Yc, △Xc increases with the increase in depth of excavation, while △Yc reduces on the contrary. With respect to supporting prestress, both △Xc and △Yc reduce with the increase in depth of excavation, while the supporting stiffness remains unchanged.
Bücher zum Thema "Behavioral shield"
Snipers, Shills, and Sharks: EBay and Human Behavior. Princeton University Press, 2007.
Den vollen Inhalt der Quelle findenYaffe, Gideon. Kids Will Be Kids … Until They Grow Out of It. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198803324.003.0003.
Der volle Inhalt der QuelleYaffe, Gideon. The Duty Requirement. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780190683450.003.0011.
Der volle Inhalt der Quelleauthor, Matthews Samantha, Hrsg. That thing you do with your mouth: The sexual autobiography of Samantha Matthews as told to David Shields. 2015.
Den vollen Inhalt der Quelle findenPatterson Silver Wolf, David A. The New Addiction Treatment. Oxford University Press, 2021. http://dx.doi.org/10.1093/oso/9780197601372.001.0001.
Der volle Inhalt der QuelleBuchteile zum Thema "Behavioral shield"
Zhang, Dong-Mei, und Jie Liu. „Shearing Behavior of Segmental Joints of Large-Diameter Shield Tunnel“. In Proceedings of GeoShanghai 2018 International Conference: Tunnelling and Underground Construction, 351–60. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-13-0017-2_35.
Der volle Inhalt der QuelleHuynh, Thi Ngoc, Salisa Chaiyaput und Mitsukata Sugimoto. „Influence of Jack Thrust on H&V Shield Behavior“. In Springer Series in Geomechanics and Geoengineering, 641–50. Singapore: Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-6632-0_50.
Der volle Inhalt der QuelleZhang, Kaizhi, Haidong Yu, Zhongpo Liu und Xinmin Lai. „Analysis for Dynamic Load Behavior of Shield Thrust System Considering Variable Boundary Constraints“. In Intelligent Robotics and Applications, 307–16. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-10817-4_30.
Der volle Inhalt der QuelleZhao, Chunzhang, Haidong Yu und Yong Zhao. „Dynamical Behavior of Redundant Thrusting Mechanical System in Shield Machines with Various Grouping Strategies“. In Intelligent Robotics and Applications, 690–99. Berlin, Heidelberg: Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-40849-6_68.
Der volle Inhalt der QuelleXie, Jiachong, Jinchang Wang, Weiming Huang, Zhongxuan Yang und Rongqiao Xu. „Numerical Investigation on Cracking Behavior of Shield Tunnel Lining Subjected to Surface Loading: A Parametric Study“. In Advances in Innovative Geotechnical Engineering, 65–79. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-80316-2_7.
Der volle Inhalt der QuelleSingh, Pravin Kumar, Shashi Bhushan Prasad und D. Patel. „Effect of Vibrations on Solidification Behavior and Mechanical Properties of Shielded Metal Arc Weld“. In Springer Proceedings in Materials, 209–19. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-0182-8_16.
Der volle Inhalt der QuelleLong, Peter, und Brittany Imwalle. „Going Way Upstream: How One Foundation Redefined Its Work to Improve Population Health“. In The Practical Playbook II, herausgegeben von J. Lloyd Michener, Brian C. Castrucci, Don W. Bradley, Edward L. Hunter, Craig W. Thomas, Catherine Patterson und Elizabeth Corcoran, 301–14. Oxford University Press, 2019. http://dx.doi.org/10.1093/med/9780190936013.003.0032.
Der volle Inhalt der QuelleFanci, Giovanna. „Medical Liability Defined by Guidelines“. In Handbook of Research on Trends and Issues in Crime Prevention, Rehabilitation, and Victim Support, 312–29. IGI Global, 2020. http://dx.doi.org/10.4018/978-1-7998-1286-9.ch018.
Der volle Inhalt der QuelleDave, Shuchi, Aman Jain, Deepak Sajnani und Saksham Soni. „Women’s Shield“. In SCRS CONFERENCE PROCEEDINGS ON INTELLIGENT SYSTEMS. Soft Computing Research Society, 2021. http://dx.doi.org/10.52458/978-93-91842-08-6-4.
Der volle Inhalt der QuelleTrevathan, Jarrod. „Detecting Shill Bidding in Online English Auctions“. In Handbook of Research on Social and Organizational Liabilities in Information Security, 446–70. IGI Global, 2009. http://dx.doi.org/10.4018/978-1-60566-132-2.ch027.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Behavioral shield"
Saunders, Kenneth L., und Brian P. Copley. „Failure Analysis of a Burner Component“. In ASME 1996 International Gas Turbine and Aeroengine Congress and Exhibition. American Society of Mechanical Engineers, 1996. http://dx.doi.org/10.1115/96-gt-399.
Der volle Inhalt der QuelleYaksh, Michael C., und Suresh Babu. „Sensitivity Study of Boundary Conditions for a 9-Meter Drop of a Shielded Cask for Operational Handling of a Container of Liquid“. In ASME 2016 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/pvp2016-63650.
Der volle Inhalt der QuelleSuzuki, Kojiro. „Numerical Study on Behavior of Outgas from Heat Shield of Solar Probe“. In 37th AIAA Thermophysics Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2004. http://dx.doi.org/10.2514/6.2004-2271.
Der volle Inhalt der QuelleKwak, Jae, Da Yu, Seungbae Park, Soonwan Chung, Ji-Young Yoon und Kyung-Woon Jang. „Effect of shield-can for drop/shock behavior of board level assembly“. In 2010 12th IEEE Intersociety Conference on Thermal and Thermomechanical Phenomena in Electronic Systems (ITherm). IEEE, 2010. http://dx.doi.org/10.1109/itherm.2010.5501286.
Der volle Inhalt der QuelleYing, Alice, Joseph Kotulski, Hongjie Zhang und Mike Ulrickson. „Considerations of transient electromagnetic forces in structural behaviors for ITER shield blanket components“. In 2013 IEEE 25th Symposium on Fusion Engineering (SOFE). IEEE, 2013. http://dx.doi.org/10.1109/sofe.2013.6635421.
Der volle Inhalt der QuelleLian, Tiangan, Takashi Yashiki, Takenori Nakayama, Tomoaki Nakanishi und Rau´l B. Rebak. „Comparative Corrosion Behavior of Two Palladium-Containing Titanium Alloys“. In ASME 2006 Pressure Vessels and Piping/ICPVT-11 Conference. ASMEDC, 2006. http://dx.doi.org/10.1115/pvp2006-icpvt-11-93418.
Der volle Inhalt der QuelleMiedema, Sape A. „Constructing the Shields Curve“. In ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2011. http://dx.doi.org/10.1115/omae2011-49232.
Der volle Inhalt der QuelleZhang, Jing, Chuan He, Lin Li und Haolong Zheng. „Scheme Comparison of Single-Track and Double-Track Shield Railway Tunnel Based on Seismic Behavior“. In International Conference on Pipelines and Trenchless Technology. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413142.064.
Der volle Inhalt der QuelleEvans, Kenneth J., und Raul B. Rebak. „Anodic Polarization Behavior of Titanium Grade 7 in Dust Deliquescence Salt Environments“. In ASME 2007 Pressure Vessels and Piping Conference. ASMEDC, 2007. http://dx.doi.org/10.1115/pvp2007-26161.
Der volle Inhalt der QuelleTakebe, Yuki, Masatsugu Yoshizawa, Tuneo Akuto, Takeshi Yoda und Katuya Kamiyama. „Analysis of Reversal Behavior for an Automobile Wiper Blade“. In ASME 2007 International Mechanical Engineering Congress and Exposition. ASMEDC, 2007. http://dx.doi.org/10.1115/imece2007-41785.
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