Relevant bibliographies by topics / Bridal creeper

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

Academic literature on the topic 'Bridal creeper'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Bridal creeper"

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Turner, Peter J., John K. Scott, and Helen Spafford. "Bridal Creeper (Asparagus asparagoides)–Invaded Sites with Elevated Levels of Available Soil Nutrients: Barrier to Restoration?" Invasive Plant Science and Management 4, no. 2 (April 2011): 212–22. http://dx.doi.org/10.1614/ipsm-d-10-00032.1.

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AbstractBridal creeper has become a serious environmental weed in southern Australia. Historically the invaded areas had low soil nutrient levels. However, our field surveys indicate that soils in bridal creeper–invaded areas have higher phosphorus and iron levels than soils in nearby native reference areas regardless of the proximity to agriculture or other disturbances. A glasshouse experiment was undertaken to determine the influence of increased nutrients on plants that co-occur with bridal creeper in order to (1) assess the impact of changed soil conditions and (2) predict the response of
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Harman, H. M., N. W. Waipara, C. J. Winks, L. A. Smith, P. G. Peterson, and J. P. Wilkie. "Natural enemies of bridal creeper Asparagus asparagoides in New Zealand." New Zealand Plant Protection 61 (August 1, 2008): 362–67. http://dx.doi.org/10.30843/nzpp.2008.61.6884.

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Bridal creeper is a weed of natural and productive areas in the northern North Island of New Zealand A classical biocontrol programme was initiated in 20052007 with a survey of invertebrate fauna and pathogens associated with the weed in New Zealand Although bridal creeper was attacked by a wide range of generalist invertebrates their overall damage affected
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Waipara, N. W., E. H. C. McKenzie, H. M. Harman, C. J. Winks, and D. Park. "First record of bridal creeper rust,Puccinia myrsiphylli, a classical biocontrol agent of the environmental weed bridal creeper,Asparagus asparagoides, in New Zealand." Australasian Plant Disease Notes 1, no. 1 (2006): 23. http://dx.doi.org/10.1071/dn06010.

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Morin, Louise, and Penelope B. Edwards. "Selection of biological control agents for bridal creeper: a retrospective review." Australian Journal of Entomology 45, no. 4 (November 2006): 287–91. http://dx.doi.org/10.1111/j.1440-6055.2006.00552.x.

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Harman, H. M., N. W. Waipara, C. J. Winks, L. A. Smith, P. G. Peterson, A. Jones, and J. Stanley. "Distribution of bridal creeper rust (Puccinia myrsiphyllii) In New Zealand." New Zealand Plant Protection 60 (August 1, 2007): 320. http://dx.doi.org/10.30843/nzpp.2007.60.4667.

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Jusaitis, Manfred. "Herbicidal control of bridal creeper (Asparagus asparagoides) in an ecologically sensitive environment." Pacific Conservation Biology 24, no. 1 (2018): 3. http://dx.doi.org/10.1071/pc17010.

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Asparagus asparagoides (bridal creeper) is a highly invasive noxious environmental weed in southern Australia. It poses a severe threat to biodiversity and conservation in temperate natural ecosystems. Pterostylis arenicola, a threatened terrestrial orchid endemic to South Australia, is directly imperilled by this weed in most of its remnant populations. The coincident growth phenologies of orchid and weed make for an ecologically sensitive environment when considering methods of weed control or eradication. To minimise impact on the orchid and its ecosystem, this paper examines the efficacy o
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Stansbury, C. D. "Dispersal of the environmental weed Bridal Creeper, Asparagus asparagoides, by Silvereyes, Zosterops lateralis, in south-western Australia." Emu - Austral Ornithology 101, no. 1 (March 2001): 39–45. http://dx.doi.org/10.1071/mu00069.

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Willis, Anthony J., Rachel McKay, John A. Vranjic, Marion J. Kilby, and Richard H. Groves. "Comparative seed ecology of the endangered shrub,Pimelea spicataand a threatening weed, Bridal Creeper: Smoke, heat and other fire-related germination cues." Ecological Management & Restoration 4, no. 1 (April 2003): 55–65. http://dx.doi.org/10.1046/j.1442-8903.2003.00131.x.

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TURNER, PETER J., JOHN K. SCOTT, and HELEN SPAFFORD. "The ecological barriers to the recovery of bridal creeper (Asparagus asparagoides(L.) Druce) infested sites: Impacts on vegetation and the potential increase in other exotic species." Austral Ecology 33, no. 6 (September 2008): 713–22. http://dx.doi.org/10.1111/j.1442-9993.2008.01839.x.

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Stansbury, C. D., and J. K. Scott. "The history, distribution and rate of spread of the invasive alien plant, bridal creeper, Asparagus asparagoides (L.) Wight, as determined from a questionnaire survey of landholders in south-western Australia." Diversity Distributions 5, no. 3 (May 1999): 105–16. http://dx.doi.org/10.1046/j.1472-4642.1999.00030.x.

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Dissertations / Theses on the topic "Bridal creeper"

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Siderov, Kris, and kris siderov@rmit edu au. "An investigation of the invasion dynamics of Asparagus asparagoides at the habitat level using spatial analytical techniques." RMIT University. Mathematical and Geospatial Sciences, 2006. http://adt.lib.rmit.edu.au/adt/public/adt-VIT20061010.095929.

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This thesis reports on research that examines the early stage invasion process of Asparagus asparagoides (L.) W. Wight (bridal creeper), primarily a bird-dispersed weed, in a remnant vegetation patch. The study site is on Phillip Island, approximately 100 kilometres south east of Melbourne, Victoria. Asparagus asparagoides invasion of the remnant vegetation reserve is a relatively recent phenomenon. Landscape elements that affect bird dispersal and vegetation types that affect seedling establishment may be important factors that limit or enhance the spread of A. asparagoides. A s
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Garas, Yanni Victor Youssef. "Multi-scale investigation of tensile creep of ultra-high performance concrete for bridge applications." Diss., Atlanta, Ga. : Georgia Institute of Technology, 2009. http://hdl.handle.net/1853/31689.

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Thesis (Ph.D)--Civil and Environmental Engineering, Georgia Institute of Technology, 2010.<br>Committee Co-Chair: Kimberly Kurtis; Committee Co-Chair: Lawrence Kahn; Committee Member: Arun Gokhale; Committee Member: James Lai; Committee Member: T. Russell Gentry. Part of the SMARTech Electronic Thesis and Dissertation Collection.
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Lindley, Seth Michael. "Investigation of the Time-Dependent Longitudinal Flexural Behavior of the Varina-Enon Bridge." Thesis, Virginia Tech, 2019. http://hdl.handle.net/10919/92799.

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Post-tensioned concrete is a building technology which provides a compressive force to concrete via steel tendons. This combination of steel and concrete allows for the construction of lighter and stiffer structures. Post-tensioned concrete is widely utilized throughout the United States highway system and bridge construction. Over time, the force in the prestressing strands is reduced by delayed strains in the concrete. The accurate estimation of this prestress loss is vital for making good decisions about the remaining capacity of a structure and the infrastructure system at large. The Va
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Hinkle, Stephen Dock. "Investigation of Time-Dependent Deflection in Long Span, High Strength, Prestressed Concrete Bridge Beams." Thesis, Virginia Tech, 2006. http://hdl.handle.net/10919/34740.

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Accurate camber prediction in prestressed concrete bridge beams is important to all parties involved in bridge design and construction. Many current prestress loss prediction methods, necessary for proper camber calculation, were developed many years ago and are predicated on assumptions that may no longer be valid as higher strength concrete, wider beam spacing, and longer span lengths become more commonplace. This throws into question which models are appropriate for use in camber calculation by the bridge engineers and contractors of today. Twenty-seven high-strength concrete mo
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Nelson, Douglas A. "Investigation of Concrete Mixtures to Reduce Differential Shrinkage Cracking in Composite Bridges." Thesis, Virginia Tech, 2013. http://hdl.handle.net/10919/24425.

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The objective of the research presented in this thesis was to develop a concrete bridge deck topping mixture that resists the effects of differential shrinkage by decreasing shrinkage and increasing creep. . In addition, the amount of tensile creep that concrete experiences under long-term tensile stresses were quantified and compared to compressive creep values in order to gain a better understanding of how concrete behaves under tension. Test results show that the amount of tensile creep exceeded compressive creep by a factor of 2-5. Various shrinkage and creep models were compared against
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Dahiya, Ankuj. "Long-Term Monitoring and Evaluation of the Varina-Enon Bridge." Thesis, Virginia Tech, 2021. http://hdl.handle.net/10919/102891.

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To make sound decisions about the remaining life of a structure, the precise calculation of the prestress losses is very important. In post-tensioned structures, the prestress losses due to creep and shrinkage can cause serviceability issues and can reduce flexural capacity. The Varina-Enon Bridge is a cable-stayed, precast, segmental, post-tensioned box girder bridge located in Richmond, Virginia. Observation of flexural cracks in the bridge by inspectors promoted a study regarding long-term prestress losses in the structure. For understanding and sustaining the structure throughout its remai
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Kasera, Sudarshan Chakradhari. "Simulation of the effect of deck cracking due to creep and shrinkage in single span precast/prestressed concrete bridges." University of Cincinnati / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1416233864.

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Brodsky, Rachel Amanda. "Effective Prestress Evaluation of the Varina-Enon Bridge Using a Long-Term Monitoring System and Finite Element Model." Thesis, Virginia Tech, 2020. http://hdl.handle.net/10919/99398.

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The Varina-Enon Bridge is a cable-stayed, precast, segmental, post-tensioned box girder bridge located in Richmond, Virginia. Inspectors noticed flexural cracking in July of 2012 that prompted concerns regarding long-term prestress losses in the structure. Prestress losses could impact the future performance, serviceability, and flexural strength of the bridge. Accurately quantifying prestress losses is critical for understanding and maintaining the structure during its remaining service life. Long-term prestress losses are estimated in the Varina-Enon Bridge using two methods. The first util
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Dostálová, Darina. "Částicové kompozity v konstrukčních detailech obvodových plášťů." Doctoral thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-390260.

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Due to a European energy concept for reducing energy consumption and also the concept of sustainable development, there is a growing demand for reduced energy consumption during the operation of the building and hence increasing demands on the thermal and mechanical properties of the building envelope. For this reason, it is necessary to look for materials that could meet both thermal and mechanical properties, as well as mechanical resistance and loadability, especially for the application for the foundations of the house, the base of the house and for application to structural details for el
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Yang, Xiong. "Use of Fiber Reinforced Polymer Composite Cable for Post-tensioning Application." FIU Digital Commons, 2015. http://digitalcommons.fiu.edu/etd/2259.

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Corrosion of steel tendons is a major problem for post-tensioned concrete, especially because corrosion of the steel strands is often hard to detect inside grouted ducts. Non-metallic tendons can serve as an alternative material to steel for post-tensioning applications. Carbon fiber reinforced polymer (CFRP), given its higher strength and elastic modulus, as well as excellent durability and fatigue strength, is the most practical option for post-tensioning applications. The primary objective of this research project was to assess the feasibility of the use of innovative carbon fiber reinforce
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Books on the topic "Bridal creeper"

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Rosa, Michael A. Improving predictions for camber in precast, prestressed concrete bridge girders. [Olympia, Wash.]: Washington State Dept. of Transportation, 2007.

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Sepúlveda, Jovanny. Estrategia y gestión organizacional. CUA - Medellin, 2020. http://dx.doi.org/10.52441/ciadcon202004.

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Aspectos como la globalización, la competitividad y la digitalización de procesos, hacen que las organizaciones se transformen y busquen más y mejores alternativas para sobrevivir, es así como las instituciones educativas, con el objetivo de ser pertinentes a las necesidades del entorno, le apuestan a la investigación como una herramienta de gestión que identifica y fortalece acciones desde la fundamentación y la comprensión de ámbitos internacionales para contextualizarlos a las necesidades nacionales y locales. La Corporación Universitaria Americana con la firme convicción de aportar a la so
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Book chapters on the topic "Bridal creeper"

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Dujmović, Darko, Boris Androić, and Ivan Lukačević. "Determination of Creep and Shrinkage Values on an Example Composite Highway Bridge." In Composite Structures According to Eurocode 4, 15–26. D-69451 Weinheim, Germany: Wiley-VCH Verlag GmbH, 2015. http://dx.doi.org/10.1002/9783433604908.ch2.

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Xia, He, Nan Zhang, and Weiwei Guo. "Dynamic Analysis of Train-Bridge System Under Beam Deformation Induced by Concrete Creep and Temperature Effect." In Dynamic Interaction of Train-Bridge Systems in High-Speed Railways, 537–80. Berlin, Heidelberg: Springer Berlin Heidelberg, 2017. http://dx.doi.org/10.1007/978-3-662-54871-4_10.

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"Slip and creep performance for metallized connection faying surfaces used in steel bridge construction." In Sustainable Bridge Structures, 91–100. CRC Press, 2015. http://dx.doi.org/10.1201/b18775-5.

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Zeineddine, M., W. Raphael, and A. Chateauneuf. "Basic creep study and formulation of a new model." In Bridge Maintenance, Safety, Management, Resilience and Sustainability, 4027–31. CRC Press, 2012. http://dx.doi.org/10.1201/b12352-599.

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Yamato, H., O. Andrade, K. Torii, and T. Tarui. "Mechanisms of fracture of steel bars in ASR-affected bridge piers." In Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures, 1139–45. Taylor & Francis, 2008. http://dx.doi.org/10.1201/9780203882955.ch152.

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Jiang, W., and D. Lu. "Time-dependent reliability analysis of CFST arches for in-plane stability considering concrete creep." In Bridge Maintenance, Safety, Management and Life Extension, 237–42. CRC Press, 2014. http://dx.doi.org/10.1201/b17063-30.

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Lounis, Z., D. Cusson, and L. Daigle. "Extending service life of high performance concrete bridge decks with internal curing." In Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures, 1441–47. Taylor & Francis, 2008. http://dx.doi.org/10.1201/9780203882955.ch190.

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Salib, S. "Utilizing construction stages to control bridge movement due to creep and shrinkage." In Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures, 1317–20. Taylor & Francis, 2008. http://dx.doi.org/10.1201/9780203882955.ch173.

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Noda, Y., Y. Kitano, K. Osawa, and I. Takahashi. "Study on re-deterioration of patch repair on a salt-damaged concrete bridge." In Creep, Shrinkage and Durability Mechanics of Concrete and Concrete Structures, 1123–29. Taylor & Francis, 2008. http://dx.doi.org/10.1201/9780203882955.ch150.

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Vráblík, L., J. Losko, and V. Kristek. "Numerical simulations of prestress loss due to creep and shrinkage in singular regions of concrete members." In Bridge Maintenance, Safety, Management, Resilience and Sustainability, 3948–53. CRC Press, 2012. http://dx.doi.org/10.1201/b12352-588.

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Conference papers on the topic "Bridal creeper"

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Hołowaty, J., and D. Jurkowski. "Creep of Concrete in Bridge Standards." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.092.

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Bažant, Z. P., M. H. Hubler, R. Wendner, and Q. Yu. "Progress in Creep and Shrinkage Prediction Engendered by Alarming Bridge Observations and Expansion of Laboratory Database." In Ninth International Conference on Creep, Shrinkage, and Durability Mechanics (CONCREEP-9). Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413111.001.

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Haohui, Xin, Liu Yuqing, Zheng Shuangjie, and Ma Biao. "Creep and Shrinkage Analysis of Composite Truss Bridge with Double Decks." In 10th Pacific Structural Steel Conference (PSSC 2013). Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-7137-9_022.

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Jiang A-lan and Yao Chang-jian. "Research on high-speed railway PC continuous girder bridge creep and shrinkage." In 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5776457.

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Jia, Buyu, and Quansheng Yan. "Analysis of creep effects for a cable-stayed bridge with composite girder." In Fourth International Conference on Experimental Mechanics, edited by Chenggen Quan, Kemao Qian, Anand K. Asundi, and Fook S. Chau. SPIE, 2009. http://dx.doi.org/10.1117/12.851646.

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Lei, Jun-Qing, Hang Xu, and Li-Qun Zou. "Comparative Analysis of Various Kinds Concrete Creep Prediction Models." In 2011 Joint Rail Conference. ASMEDC, 2011. http://dx.doi.org/10.1115/jrc2011-56010.

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The ratio of bridges to High-speed Railway line in China is very high. The influence of concrete creep to bridge structure is very high, so it is necessary to study creep of concrete in depth. In this thesis, experimental data of four important regions in China are collected, and the curves of concrete creep are analyzed. While, by comparing the domestic and foreign curves of Concrete Creep Prediction Models, the difference between them could be found. In addition, the theory of long-term deformation of concrete obtained by short-time experiment, which is proposed by Professor Bazant is used.
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Suza, Dominik, Johann Kollegger, and Harald S. Müller. "Influence of changing environment conditions on the development of shrinkage strain and the expansion coefficient of large concrete specimens." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1954.

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&lt;p&gt;The standard creep and shrinkage strain measurements of concrete are usually conducted in a laboratory with constant temperature and humidity with a low variation. The creep and shrinkage measurements are conducted over a few months with the expectation that small concrete specimens can sufficiently describe the evolution of the rheology effects on a large multi-span bridge in the course of its operating life.&lt;/p&gt;&lt;p&gt;The monitoring of real bridge structures shows the actual progression of the deflections and concrete strains. Unfortunately the evaluation and interpretation
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Kaeck, Walter E., Frederick C. Rhyner, and James Warner. "Engineering and Design for Deep Foundation Creep and Grouting at the Thames River Bridge." In Proceedings of the Fourth International Conference on Grouting and Deep Mixing. Reston, VA: American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412350.0045.

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Bao, Longsheng, Guang Li, Ling Yu, and Guangshan Zhu. "Impact Analysis of Concrete Shrinkage and Creep on a Prestressed Concrete Box Girder Bridge." In Fifth International Conference on Transportation Engineering. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479384.141.

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Hedegaard, Brock D., Catherine E. W. French, and Carol K. Shield. "Modeling and Prediction of Time-Dependent Deformations of the I-35W St. Anthony Falls Bridge." In 10th International Conference on Mechanics and Physics of Creep, Shrinkage, and Durability of Concrete and Concrete Structures. Reston, VA: American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479346.090.

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