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Статті в журналах з теми "Timber Infill"
Poletti, Elisa, and Graca Vasconcelos. "Seismic Behaviour and Retrofitting of Timber Frame Walls." Advanced Materials Research 778 (September 2013): 706–13. http://dx.doi.org/10.4028/www.scientific.net/amr.778.706.
Повний текст джерелаShen, Yinlan, Xingchen Yan, Piyong Yu, Hui Liu, Guofang Wu, and Wei He. "Seismic Resistance of Timber Frames with Mud and Stone Infill Walls in a Chinese Traditional Village Dwelling." Buildings 11, no. 12 (November 25, 2021): 580. http://dx.doi.org/10.3390/buildings11120580.
Повний текст джерелаRashid, Hafiz Muhammad, Shaukat Ali Khan, Rao Arsalan Khushnood, and Junaid Ahmad. "Lateral Load Performance Analysis of Dhajji Dewari Using Different Infills." International Journal of Strategic Engineering 1, no. 2 (July 2018): 1–12. http://dx.doi.org/10.4018/ijose.2018070101.
Повний текст джерелаBağbancı, M. Bilal, and Özlem Köprülü Bağbancı. "The Dynamic Properties of Historic Timber-Framed Masonry Structures in Bursa, Turkey." Shock and Vibration 2018 (October 9, 2018): 1–11. http://dx.doi.org/10.1155/2018/3257434.
Повний текст джерелаBezabeh, Matiyas A., Solomon Tesfamariam, Siegfried F. Stiemer, Marjan Popovski, and Erol Karacabeyli. "Direct Displacement-Based Design of a Novel Hybrid Structure: Steel Moment-Resisting Frames with Cross-Laminated Timber Infill Walls." Earthquake Spectra 32, no. 3 (August 2016): 1565–85. http://dx.doi.org/10.1193/101514eqs159m.
Повний текст джерелаQuinn, Natalie, and Dina D’Ayala. "Assessment of the Realistic Stiffness and Capacity of the Connections in Quincha Frames to Develop Numerical Models." Advanced Materials Research 778 (September 2013): 526–33. http://dx.doi.org/10.4028/www.scientific.net/amr.778.526.
Повний текст джерелаAktaş, Yasemin Didem, Uğurhan Akyüz, Ahmet Türer, Barış Erdil, and Neriman Şahin Güçhan. "Seismic Resistance Evaluation of Traditional Ottoman Timber-Frame Hımış Houses: Frame Loadings and Material Tests." Earthquake Spectra 30, no. 4 (November 2014): 1711–32. http://dx.doi.org/10.1193/011412eqs011m.
Повний текст джерелаVieux-Champagne, F., Y. Sieffert, S. Grange, C. Belinga Nko'ol, E. Bertrand, J. C. Duccini, C. Faye, and L. Daudeville. "Experimental Analysis of a Shake Table Test of Timber-Framed Structures with Stone and Earth Infill." Earthquake Spectra 33, no. 3 (August 2017): 1075–100. http://dx.doi.org/10.1193/010516eqs002m.
Повний текст джерелаM., Asif. "An empirical study on life cycle assessment of double-glazed aluminium-clad timber windows." International Journal of Building Pathology and Adaptation 37, no. 5 (October 14, 2019): 547–64. http://dx.doi.org/10.1108/ijbpa-01-2019-0001.
Повний текст джерелаMukherjee, Agnita, and Colin MacDougall. "Structural benefits of hempcrete infill in timber stud walls." International Journal of Sustainable Building Technology and Urban Development 4, no. 4 (December 2013): 295–305. http://dx.doi.org/10.1080/2093761x.2013.834280.
Повний текст джерелаДисертації з теми "Timber Infill"
Aktas, Yasemin Didem. "Evaluation Of Seismic Resistance Of Traditional Ottoman Timber Frame Houses." Phd thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613716/index.pdf.
Повний текст джерелаhimis&rdquo
structures, which form the major part of Turkey&rsquo
s cultural heritage, from an engineering point of view. On the other hand, the seismic resistance of traditional Ottoman timber frame structures was not evaluated from an engineering perspective. For the aim of seismic resistance evaluation of traditional Ottoman timber frame houses, the TUBITAK (the Scientific and Technological Research Council of Turkey) project numbered 106M499 was carried out. Within this framework, 16 tests were carried out in the Structural Mechanics Laboratory of Middle East Technical University, by means of 8 1-1 scale timber frames of different geometrical configurations and material, carefully selected from traditional houses in Safranbolu, representing Ottoman timber frame &ldquo
himis&rdquo
technique. The frames were tested without and with different infill/covering types, and parameters that directly or indirectly indicate the behavior of a structure under earthquake loading were derived from the results obtained at the end of experimental work. In addition, capacity calculations were carried out for each test, using ATC-40 procedure. The results demonstrated that Ottoman timber frame &ldquo
himis&rdquo
houses are seismically resistant, and yet there are a number of important points that should be obeyed in their construction regarding size of diagonal elements, size and placement of openings, intervals between vertical studs, as well as connection details. It is also seen that certain infill/covering materials/methods are more advantageous than the others
for example, covering techniques results in a higher amount of maximum lateral load that the frame can bear under the same displacement. Infill with masonry blocks results in a larger increase in weight than in load bearing capacity. The conclusions drawn are intended to be used not only in the conservation of such structures but they are also expected to direct modern seismically resistant constructions.
Tran, Tram Anh Teresa. "Convergence: A New Future for the Samuel Madden Homes." Thesis, Virginia Tech, 2019. http://hdl.handle.net/10919/90881.
Повний текст джерелаMaster of Architecture
In the City of Alexandria, the Alexandria Re-Development and Housing Authority (ARHA) owns several affordable housing sites in desirable locations that it has been working to convert into more dense, mixed-income housing in partnership with private developers. While these projects have succeeded to some extent, housing in the City continues to become increasingly expensive, and wages for low-income and lower-middle class residents are not keeping pace with the increase in cost of living. This phenomenon is pushing many long-time and/or lower-wage residents to the suburbs and exurbs, limiting access to municipal resources and public transportation, and reducing quality of life. As a result, communities and families with long histories in the City are breaking apart and dispersing. Many advocates, policymakers, designers, and developers have turned to additional density as the most immediate response to these concerns. However, additional density isn’t enough; new buildings may house more people, but fail to address the other aspects of building thriving and diverse communities that connect people the way previous communities may have. Good housing and good communities need more than square footage, so it is time to look beyond conventional solutions. New approaches are needed to respond to how people are affected by changes to their living environments and communities, and create the kinds of positive outcomes that should be part of any new housing project. Therefore, if we want to design for living in cities, we have to have good policies, practices, and engagement, but we also need architectural strategies that respond to how humans relate to each other and their surroundings. Convergence explores how designers can contribute to making urban housing better for everyone by addressing housing affordability, person-to-person interaction, and community engagement in increasingly-dense environments. Its primary objectives are: • Encouraging neighborliness by increasing chance encounters as well as reducing the sharp threshold between private and public space often found in apartment-style buildings. • Increasing the visibility of human activity to the street in a multi-floor, multi-family project. • Using new mass timber methods and modularity to improve initial building construction and cost while also incorporating sustainable practices to reduce resource use and operating cost. • Anticipating that modification and reconfiguration will be required in the future, and offering defined parameters to simplify that process. • Creating a variety of unit sizes while also offering future flexibility to respond to changing community needs. • Combining the familiar with the novel to connect the new community to its surroundings, bridge experiences, and manage change.
Bezabeh, Matiyas. "Lateral behaviour and direct displacement based design of a novel hybrid structure : cross laminated timber infilled steel moment resisting frames." Thesis, University of British Columbia, 2014. http://hdl.handle.net/2429/50200.
Повний текст джерелаApplied Science, Faculty of
Engineering, School of (Okanagan)
Graduate
Cornelio, Tony Justin. "Effect of infill panels on the seismic response of a typical R.C. frame." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2011. http://amslaurea.unibo.it/2868/.
Повний текст джерелаVieux-Champagne, Florent. "Analyse de la vulnérabilité sismique des structures à ossature en bois avec remplissage : essais expérimentaux - modélisation numérique - calculs parasismiques." Thesis, Grenoble, 2013. http://www.theses.fr/2013GRENI085/document.
Повний текст джерелаThe seismic vulnerabilty is an important issue in the design of a building. The seismicresistant behavior of timber-framed structures is particularly relevant. Two types of timberframedstructures can be distinguished : the timber-framed structures using industrial products,such as wood-products panels used to brace the structure or metal fasteners, and traditionaltimber-framed structures included infill made of natuarl materials (earth or stones masonry).The seismic resistant behavior efficiency of traditional structures remains poorly recognizedbecause of the lack of research results on this kind of construction.Therefore, the thesis aims at improving the seismic behavior knowledge of timber-framedmasonry. Based on the assumption that their behavior is driven by the response of the metalfasteners connections, a multi-scale approach is proposed. It couples experimental and numericalstudies. At the scale 1 of the connection, at the scale 2 of the elementary constitutive cell ofwalls, at the scale 3 of structural elements such as shear walls and finally at the scale 4 of theentire building.In regards to the experimental work, this method allows, on the one hand, to perform parametricstudies and to analyze the influence of each element (wood member, nails, steel strip,infill, bracing, openings) on the local behavior (scales 1 and 2) and on the global behavior(scales 3 and 4) of the structure. On the other hand, it allows to provide a database to validatethe numerical modeling at each scale.In regards to the numerical work, this multi-scale approach allows to take into account thehysteretic behavior of joints in the development of a macro-element at the scale 2. Thus, thanksto a simplified finite element modeling (macro-element assembly), the computational cost islimited and it allows to take into account the local phenomena. The model is able to predictrelatively accurately the dynamic behavior at the scale 4 of the building, tested on a shakingtable.The study, presented herein, is one of the pioneer work that deals with the analysis of theseismic vulnerability of timber-framed structures with infill panels. This study provides outlookfor the analysis of this type of buildings. It confirms that the timbered masonry structures havea relevant seismic resistant behavior
Ngo, Thoi-Nhan. "Contrôle optimal en temps discret et en horizon infini." Thesis, Paris 1, 2016. http://www.theses.fr/2016PA01E062/document.
Повний текст джерелаThis thesis contains original contributions to the optimal control theory in the discrete-time framework and in infinite horizon following the viewpoint of Pontryagin. There are 5 chapters in this thesis. In Chapter 1, we recall preliminary results on sequence spaces and on differential calculus in normed linear space. In Chapter 2, we study a single-objective optimal control problem in discrete-time framework and in infinite horizon with an asymptotic constraint and with autonomous system. We use an approach of functional analytic for this problem after translating it into the form of an optimization problem in Banach (sequence) spaces. Then a weak Pontyagin principle is established for this problem by using a classical multiplier rule in Banach spaces. In Chapter 3, we establish a strong Pontryagin principle for the problems considered in Chapter 2 using a result of Ioffe and Tihomirov. Chapter 4 is devoted to the problems of Optimal Control, in discrete time framework and in infinite horizon, which are more general with several different criteria. The used method is the reduction to finite-horizon initiated by J. Blot and H. Chebbi in 2000. The considered problems are governed by difference equations or difference inequations. A new weak Pontryagin principle is established using a recent result of J. Blot on the Fritz John multipliers. Chapter 5 deals with the multicriteria optimal control problems in discrete time framework and infinite horizon. New weak and strong Pontryagin principles are established, again using recent optimization results, under lighter assumptions than existing ones
Ouazzani, Sabrina. "Construction de liens entre algorithmique et logique par du calcul à temps infini." Thesis, Montpellier, 2016. http://www.theses.fr/2016MONTT280.
Повний текст джерелаThis thesis is centred on the study of infinite time computations. Infinite time here means having a time axis indexed by ordinals — the ordinals are convenient objects along which we can count. The infinite time Turing machine model was introduced by Hamkins and Lewis in 2000. This model generalises the Turing machine computation model to ordinal time. In this model, stages are indexed by (countable) ordinals, even though the tape is indexed by the integers as in the classical model. This model can thus now have infinite strings as input. The main focus of this thesis is the study of some of the new and surprising behaviours that these machines exhibit. Naturally, the longer, i.e., the greater ordinal, the computations run, the more powerful the model is, i.e. it computes/recognizes more sets. If the computations run beyond certain ordinal times, new structural properties also appear. One of these properties is the existence of gaps in the halting times of the machines. When these gaps had been discovered, some first links had been established between these gaps and the admissible character of the ordinals starting them. Our approach uses algorithmics as a mean to emphasize the links between the logical properties of the ordinals involved and the computational properties of the infinite time Turing machines. Moreover, thanks to some specific algorithms, we discover and prove new properties of these gaps, leading to a better understanding of their structure. We show in particular that gaps can have precisely every possible writable ordinal size and that there are gaps whose length is greater or equal than their starting ordinal point. Until the first of such a gap, the gaps appear in increasing sizes. We also show that even if, before this special gap, admissible ordinals only appear at the beginning of gaps, the gaps structure becomes quite disordered beyond that point, with admissible ordinals appearing not only at the beginning but also inside some (huge) gaps
Tan, Mustafa Tumer. "Seismic Strengthening Of A Mid-rise Reinforced Concrete Frame Using Cfrps: An Application From Real Life." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/12610562/index.pdf.
Повний текст джерелаmer M.S., Department Of Civil Engineering Supervisor: Prof. Dr. Gü
ney Ö
zcebe Co-Supervisor: Assoc. Prof. Dr. BariS Binici May 2009, 162 pages FRP retrofitting allows the utilization of brick infill walls as lateral load resisting elements. This practical retrofit scheme is a strong alternative to strengthen low to mid-rise deficient reinforced concrete (RC) structures in Turkey. The advantages of the FRP applications, to name a few, are the speed of construction and elimination of the need for building evacuation during construction. In this retrofit scheme, infill walls are adopted to the existing frame system by using FRP tension ties anchored the boundary frame using FRP dowels. Results of experiments have previously shown that FRP strengthened infill walls can enhance lateral load carrying capacity and reduce damage by limiting interstory drift deformations. In previous, analytical studies, a detailed mathematical model and a simplified version of the model for compression struts and tension ties was proposed and verified by comparing model estimations with test results. In this study, an existing 9-storey deficient RC building located in Antakya was chosen to design and apply a hybrid strengthening scheme with FRPs and reduced number of shear walls. Linear elastic analysis procedure was utilized (force based assessment technique) along with the rules of Mode Superposition Method for the reftrofit design. FRP retrofit scheme was employed using the simplified model and design was conducted such that life safety performance criterion is satisfied employing elastic spectrum with 10% probability of exceedance in 50 years according to the Turkish Earthquake Code 2007. Further analytical studies are performed by using Modal Pushover and Nonlinear Time-History Analyses. At the end of these nonlinear analyses, performance check is performed according to Turkish Earthquake Code 2007, using the strains resulting from the sum of yield and plastic rotations at demand in the critical sections. CFRP retrofitting works started at October 2008 and finished at December 2008 for the building mentioned in this study. Eccentric reinforced concrete shearwall installation is still being undertaken. All construction business is carried out without evacuation of the building occupants. This project is one of the first examples of its kind in Turkey. Keywords: CFRP, Carbon Fiber Reinforced Polymers, Masonry Infill Walls, Reinforced Concrete Infill Walls, Mid-Rise Deficient Structures, Turkish Earthquake Code 2007, Modal Pushover Analysis, Nonlinear Time History Analysis, Linear Elastic Building Assessment
Colla?o, Karlla de Morais Souza Lima. "Uso de habitat, or?amento temporal e influ?ncia da mar? da geomorfologia do fundo sobre o comportamento do boto Sotalia guianensis Van B?n?den, 1864 (Cetacea: Delphinidae) no Porto de Macei? - Alagoas, Brasil." Universidade Federal do Rio Grande do Norte, 2008. http://repositorio.ufrn.br:8080/jspui/handle/123456789/17277.
Повний текст джерелаThe physical and environmental factors presented by each habitat and the rhythm of behavior patterns strongly influence the ecology and behavior of the all living beings. At same time this factors may provide clues about the structure of a population and its ecological balance. The organizational structure, ecology and behavior of a species appraised in a region if we know be in balance when compared to the same type of appraisal made in a degraded area can provide a clear view of how the anthropogenic influences acted on these species and what steps can be taken in order to mitigate the effects and keep the population. The region where this study was conducted is, like most areas of port, subject to intense physical and environmental degradation. With the emerging interest of change in the quality of these environments also by the companies themselves that use the port services, the proposed study aimed to characterize the use of habitat, the distribution of behavioral activities carried out throughout the day and influence of geomorphology of the bed, depth and variation of tide on the expression of the behavior of Sotalia guianensis in the port of Maceio - Alagoas. From this information will be possible establish parameters for comparison with other populations of S. guianensis and establish conservation measures for the population occurring in the port of Maceio - AL, serving also as a basis for conservation actions future performed in other port regions
Os fatores f?sicos e ambientais apresentados por cada h?bitat e a ritimicidade dos padr?es comportamentais influenciam fortemente a ecologia e o comportamento dos seres vivos em geral. Ao mesmo tempo tais fatores podem fornecer pistas sobre a estrutura de uma popula??o e seu equil?brio ecol?gico. A estrutura organizacional, ecol?gica e comportamental de uma esp?cie avaliada em regi?es sabidamente em equil?brio quando comparada ? mesma avalia??o feita em ?reas degradadas pode fornecer um panorama claro de como as influ?ncias antr?picas agiram sobre estas esp?cies e que medidas podem ser tomadas no intuito de mitigar os efeitos nocivos e conservar a popula??o. A regi?o onde foi realizado esse estudo est?, assim como a maioria das ?reas de porto, sujeita ? intensa degrada??o f?sica e ambiental. Com o interesse emergente de mudan?a na qualidade desses ambientes por parte tamb?m das pr?prias empresas que utilizam os servi?os portu?rios, o estudo proposto visou caracterizar o uso do habitat, a distribui??o das atividades comportamentais realizadas ao longo do dia e a influ?ncia da geomorfologia do fundo, profundidade e das varia??es da mar? sobre a express?o dos comportamentos de Sotalia guianensis na regi?o do Porto de Macei? Alagoas. A partir dessas informa??es ser? poss?vel estabelecer par?metros para compara??o com outras popula??es de S. guianensis e delinear medidas de conserva??o para a popula??o ocorrente no Porto de Macei? AL, servindo ainda como base para a??es de conserva??o futuramente executadas em outras regi?es portu?rias
Mure, Simon. "Classification non supervisée de données spatio-temporelles multidimensionnelles : Applications à l’imagerie." Thesis, Lyon, 2016. http://www.theses.fr/2016LYSEI130/document.
Повний текст джерелаDue to the dramatic increase of longitudinal acquisitions in the past decades such as video sequences, global positioning system (GPS) tracking or medical follow-up, many applications for time-series data mining have been developed. Thus, unsupervised time-series data mining has become highly relevant with the aim to automatically detect and identify similar temporal patterns between time-series. In this work, we propose a new spatio-temporal filtering scheme based on the mean-shift procedure, a state of the art approach in the field of image processing, which clusters multivariate spatio-temporal data. We also propose a hierarchical time-series clustering algorithm based on the dynamic time warping measure that identifies similar but asynchronous temporal patterns. Our choices have been motivated by the need to analyse magnetic resonance images acquired on people affected by multiple sclerosis. The genetics and environmental factors triggering and governing the disease evolution, as well as the occurrence and evolution of individual lesions, are still mostly unknown and under intense investigation. Therefore, there is a strong need to develop new methods allowing automatic extraction and quantification of lesion characteristics. This has motivated our work on time-series clustering methods, which are not widely used in image processing yet and allow to process image sequences without prior knowledge on the final results
Книги з теми "Timber Infill"
Ali, Ayaan Hirsi. Infidel. New York: Free Press, 2008.
Знайти повний текст джерелаAli, Ayaan Hirsi. Infidel. New York: Free Press, 2007.
Знайти повний текст джерелаRanzi, Gianluca, ed. Time-dependent behaviour and design of composite steel-concrete structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/sed018.
Повний текст джерелаWarner, H. R. “Hal.” The Reservoir Engineering Aspects of Waterflooding. Society of Petroleum Engineers, 2015. http://dx.doi.org/10.2118/9781613994214.
Повний текст джерелаStrogatz, Steven H. Puissance infini: Comment le calcul infinitésimal révèle les secrets de l'univers. QUANTO, 2021.
Знайти повний текст джерелаErickson, Peter F. Absolute Space, Absolute Time, & Absolute Motion. Xlibris Corporation, 2006.
Знайти повний текст джерелаKovzun, I. G., V. A. Prokopenko, A. V. Panko, O. A. Tsyganovich, V. O. Oliinyk, O. M. Nikipelova, and Z. R. Ulberg. Nanochemical, nanostructural and biocolloidal aspects of transformations in dispersions of iron-aluminosilicate minerals. PH "Akademperiodyka", 2020. http://dx.doi.org/10.15407/akademperiodyka.416.188.
Повний текст джерелаAlexander, D. J., N. Phin, and M. Zuckerman. Influenza. Edited by I. H. Brown. Oxford University Press, 2011. http://dx.doi.org/10.1093/med/9780198570028.003.0037.
Повний текст джерелаЧастини книг з теми "Timber Infill"
Sieffert, Yannick, Florent Vieux-Champagne, Stéphane Grange, Philippe Garnier, Jean-Charles Duccini, and Laurent Daudeville. "Traditional Timber-Framed Infill Structure Experimentation with Four Scales Analysis (To Connection from a House Scale)." In Lecture Notes in Civil Engineering, 287–97. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-39492-3_24.
Повний текст джерела"TEN TIMES MORE ABUSE (1776–1777)." In The Infidel and the Professor, 215–28. Princeton University Press, 2017. http://dx.doi.org/10.2307/j.ctvc77h5q.18.
Повний текст джерелаDuțu, Andreea. "An engineering view on the traditional timber frames with infills in Romania." In Masonry Construction in Active Seismic Regions, 377–420. Elsevier, 2021. http://dx.doi.org/10.1016/b978-0-12-821087-1.00005-3.
Повний текст джерела"Chapter 12. Ten Times More Abuse (1776– 1777)." In The Infidel and the Professor, 215–28. Princeton University Press, 2018. http://dx.doi.org/10.1515/9781400888467-016.
Повний текст джерелаNovak, James I., Mark Zer-Ern Liu, and Jennifer Loy. "Designing Thin 2.5D Parts Optimized for Fused Deposition Modeling." In Additive Manufacturing Technologies From an Optimization Perspective, 134–64. IGI Global, 2019. http://dx.doi.org/10.4018/978-1-5225-9167-2.ch007.
Повний текст джерелаVaughan, Theresa A. "The Legacy of the Trotula." In Women, Food, and Diet in the Middle Ages. Nieuwe Prinsengracht 89 1018 VR Amsterdam Nederland: Amsterdam University Press, 2020. http://dx.doi.org/10.5117/9789462989382_ch06.
Повний текст джерелаKuuliala, Jenni. "Holy Infirmity and the Devotees." In Saints, Infirmity, and Community in the Late Middle Ages. Nieuwe Prinsengracht 89 1018 VR Amsterdam Nederland: Amsterdam University Press, 2020. http://dx.doi.org/10.5117/9789462983373_holy.
Повний текст джерелаMoore, Cerwyn. "Indeed, Your Lord is Ever Watchful." In Al-Qaeda 2.0, edited by Donald Holbrook, 153–68. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780190856441.003.0011.
Повний текст джерелаAbulafia, David. "‘The Profit That God Shall Give’, 1100–1200." In The Great Sea. Oxford University Press, 2011. http://dx.doi.org/10.1093/oso/9780195323344.003.0027.
Повний текст джерелаRay, Keith, and Julian Thomas. "Narratives for the fourth millennium." In Neolithic Britain. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198823896.003.0011.
Повний текст джерелаТези доповідей конференцій з теми "Timber Infill"
Whitman, Chris J., Oriel Prizeman, Pete Walker, Iain McCaig, and Soki Rhee-Duverne. "Hygrothermal Monitoring of Replacement Infill Panels for Historic Timber-Frame Buildings: Initial Findings." In 1st International Conference on Moisture in Buildings 2021. ScienceOpen, 2021. http://dx.doi.org/10.14293/icmb210067.
Повний текст джерелаCronhjort, Y. "Urban densification in Finland: infill development and building extensions with timber based solutions." In SUSTAINABLE DEVELOPMENT AND PLANNING 2015, edited by A. Soikkeli, T. Tulamo, and J. Junnonen. Southampton, UK: WIT Press, 2015. http://dx.doi.org/10.2495/sdp150271.
Повний текст джерелаTANSEL, IBRAHIM, and ALIREZA MODIR. "NEW EXCITATION (MULTIPLE WIDTH PULSE EXCITATION (MWPE)) METHOD FOR SHM SYSTEMS—PART 1: VISUALIZATION OF TIME- FREQUENCY DOMAIN CHARACTERISTICS." In Structural Health Monitoring 2021. Destech Publications, Inc., 2022. http://dx.doi.org/10.12783/shm2021/36341.
Повний текст джерелаAhsan, AMM Nazmul, Triston Ihrke, and Bashir Khoda. "Novel Honeycomb Infill Fabrication Pattern for Additive Manufacturing." In ASME 2019 14th International Manufacturing Science and Engineering Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/msec2019-3010.
Повний текст джерелаIrani, Mazda, Aubrey Tuttle, and Jesse Stevenson. "Performance Analysis of Infill Wells Adjacent to SAGD Well Pair: Non-Condensable Gas NCG Breakthrough." In SPE Thermal Integrity and Design Symposium. SPE, 2021. http://dx.doi.org/10.2118/203870-ms.
Повний текст джерелаTerenzi, Gloria, Iacopo Costoli, and Stefano Sorace. "Redesign of a dissipative bracing-based retrofit intervention for an earthquake damaged school building." In IABSE Congress, Christchurch 2021: Resilient technologies for sustainable infrastructure. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/christchurch.2021.0605.
Повний текст джерелаvan Mastrigt, P., B. Pramik, A. Mathur, S. Campbell, and A. Lubrano. "Infill decisions through real time seismic illumination modeling." In 8th International Congress of the Brazilian Geophysical Society. European Association of Geoscientists & Engineers, 2003. http://dx.doi.org/10.3997/2214-4609-pdb.168.arq_627.
Повний текст джерелаAjisafe, Foluke, Mark Reid, Hank Porter, Lydia George, Rhonna Wu, Kira Yudina, Alejandro Pena, Efe Ejofodomi, and Pedro Artola. "Infill Well Completion Technologies Mitigate Well Interference and Optimize Production on Multiwell Pad." In SPE Hydraulic Fracturing Technology Conference and Exhibition. SPE, 2021. http://dx.doi.org/10.2118/204181-ms.
Повний текст джерелаLandrø, M., L. K. Strønen, P. Digranes, O. A. Solheim, and E. Hilde. "Time Lapse Seismic as a Complementary Tool for Infill Drilling." In IOR 1999 - 10th European Symposium on Improved Oil Recovery. European Association of Geoscientists & Engineers, 1999. http://dx.doi.org/10.3997/2214-4609.201406318.
Повний текст джерелаStrand, C., S. Campbell, and P. E. Dhelie. "Reducing Infill – Real Time Application of Geophysically Based Coverage Specifications." In 72nd EAGE Conference and Exhibition incorporating SPE EUROPEC 2010. European Association of Geoscientists & Engineers, 2010. http://dx.doi.org/10.3997/2214-4609.201401185.
Повний текст джерелаЗвіти організацій з теми "Timber Infill"
Breitbarth, Marco, Anja Hentschel, and Simon Kaser. Kunststoffeinträge von Kunstrasenplätzen in Entwässerungssystem - Aufkommen, Rahmenbedingungen und Möglichkeiten der Eintragsminderung. Sonderforschungsgruppe Institutionenanalyse, 2022. http://dx.doi.org/10.46850/sofia.9783941627994.
Повний текст джерелаDafoe, L. T., G. L. Williams, K. Dickie, U. Gregersen, P. C. Knutz, G. Dam, G. K. Pedersen, H. Nøhr-Hansen, J. W. Haggart, and K. J. DesRoches. Overview of the stratigraphy, paleoclimate, and paleoceanography of the Labrador-Baffin Seaway. Natural Resources Canada/CMSS/Information Management, 2022. http://dx.doi.org/10.4095/321853.
Повний текст джерелаSHEAR BEHAVIOR OF NOVEL DEMOUNTABLE BOLTED SHEAR CONNECTOR FOR PREFABRICATED COMPOSITE BEAM. The Hong Kong Institute of Steel Construction, December 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.2.
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