Relevant bibliographies by topics / Non structural components

Contents

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

Academic literature on the topic 'Non structural components'

Author: Grafiati
Published: 4 June 2021
Last updated: 26 July 2025

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Journal articles on the topic "Non structural components"

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Prieto, M., J. A. López, A. M. Varela, C. Muñoz-Tuñón, and S. Gottesman. "Structural Components of NGC 5850." International Astronomical Union Colloquium 157 (1996): 480–82. http://dx.doi.org/10.1017/s0252921100050272.

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AbstractHere we present a study of the structural components of the barred galaxy NGC 5850 using U, B and I photometry. After subtracting a bulge+disk model from the observed image, we obtain the bar and other non-axisymmetric structures. We determine the position of the ILR from the ellipticity and position angle profiles of the isophotes.
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Lopez Garcia, D., and T. T. Soong. "Sliding fragility of block-type non-structural components. Part 1: Unrestrained components." Earthquake Engineering & Structural Dynamics 32, no. 1 (2002): 111–29. http://dx.doi.org/10.1002/eqe.217.

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Lopez Garcia, D., and T. T. Soong. "Sliding fragility of block-type non-structural components. Part 2: Restrained components." Earthquake Engineering & Structural Dynamics 32, no. 1 (2002): 131–49. http://dx.doi.org/10.1002/eqe.218.

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Cecilia, A. Geronimo, Teddy L. Manuel Radger, and May N. Rivera Charlene. "Monitoring of structural health and safety of Flores Hall and Valencia Hall: Inputs for repair, renovation and retrofitting phase I." Global Journal of Engineering and Technology Advances 11, no. 1 (2022): 001–12. https://doi.org/10.5281/zenodo.6961015.

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The study focused on evaluating the structural health and safety of Flores Hall and Valencia Hall. The parameters used were the age of the building, carrying capacity or a number of occupants, the position or location, and geological and hazard maps, including building adjacency and the current state of structural members. The researchers used rapid visual screening in identifying observable hazards in terms of structural and non – structural components and utilized the mixed method of research. A rapid visual screening checklist was developed and followed by an interview to support the
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Mashal, Mustafa, Alessandro Palermo, and Gavin Keats. "Innovative metallic dissipaters for earthquake protection of structural and non-structural components." Soil Dynamics and Earthquake Engineering 116 (January 2019): 31–42. http://dx.doi.org/10.1016/j.soildyn.2018.10.002.

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Tortone, Claudia Andrea, and Delia Susana Oriani. "Environmental mycobacteria: structural and non structural components that demonstrate its potential as opportunistic pathogens." Ciencia Veterinaria 17, no. 1 (2015): 91–109. http://dx.doi.org/10.19137/cienvet2015-1717.

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Samsuddin, N. M., R. Takim, A. H. Nawawi, M. R. Rosman, and S. N. A. SyedAlwee. "Non-structural Components influencing Hospital Disaster Preparedness in Malaysia." IOP Conference Series: Earth and Environmental Science 140 (April 2018): 012007. http://dx.doi.org/10.1088/1755-1315/140/1/012007.

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Lee, Tae-Hyung, Mikiko Kato, Tomohiro Matsumiya, Keiichiro Suita, and Masayoshi Nakashima. "Seismic performance evaluation of non-structural components: drywall partitions." Earthquake Engineering & Structural Dynamics 36, no. 3 (2007): 367–82. http://dx.doi.org/10.1002/eqe.638.

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Lam, Nelson, and Emad Gad. "Overturning of Non-Structural Components in Low-Moderate Seismicity Regions." Electronic Journal of Structural Engineering, no. 01 (March 28, 2008): 121–32. http://dx.doi.org/10.56748/ejse.9201.

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The objective of this paper is to review key issues concerned with the proper engineering of non-structural components in buildings for their safe and satisfactory performances in projected seismic conditions in regions of low and moderate seismicity. Initially, the paper provides an overview of the conventional force-based provisions for the calculation of the required strengths for full restraints of non-structural components. Given the relatively small displacement demand of the ground in conditions of low and moderate seismicity, provisions for protection of non-structural components shoul
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KASAI, Kazuhiko, Shingo KOMATSU, Sayumi KONDO, and Nozomi AKATSUKA. "SEISMIC RESPONSE SPECTRUM RULE FOR NON-STRUCTURAL COMPONENTS IN BUILDINGS." Journal of Structural and Construction Engineering (Transactions of AIJ) 84, no. 758 (2019): 489–99. http://dx.doi.org/10.3130/aijs.84.489.

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Dissertations / Theses on the topic "Non structural components"

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Mierczak, Lukasz. "Evaluation of structural integrity of steel components by non-destructive magnetic methods." Thesis, Cardiff University, 2015. http://orca.cf.ac.uk/89463/.

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Magnetic non-destructive methods utilising the Magnetic Flux Leakage (MFL) and Magnetic Barkhausen Noise (MBN) phenomena are widely used in the evaluation of the structural integrity of steel components. The MFL method is effectively applied for in-service flaw monitoring of oil and gas pipelines, fuel storage tank floors and rails; whereas the MBN method, due to high sensitivity of Barkhausen emission to residual and applied stress, has become one of the most popular NDE tools for investigating this condition of steels. Despite the affirming research and successful applications, which helped
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Marangon, Christian. "Linear and non-linear structural analysis of notched components with local energy approaches." Doctoral thesis, Università degli studi di Padova, 2014. http://hdl.handle.net/11577/3423490.

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In engineering practice, mechanical components are weakened by a wide range of sharp or blunt notches and their presence has to be accurately taken into account in the design. In fact near notches a strong stress gradient is always induced when a far field loading is applied. Aiming to investigate the integrity of notched components subjected to different loading histories, for many years to nowadays a lot of stress and strain based damage criteria have been proposed. However, in the last years, some energy based criteria have been introduced and successfully applied on notched members provin
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Abate, Marco. "Seismic Behaviour of Post-Installed Anchors: Non-Structural Components and Art Objects Fastening." Doctoral thesis, Università degli studi di Padova, 2015. http://hdl.handle.net/11577/3424126.

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The damage observation in recent seismic events (L’Aquila 2009, Chile 2010, Christchurch 2011, Tohoku 2011, Emilia 2012) helps in the identification of the critical aspects related to the response to earthquake of non-structural components (Miranda et al. 2012). Generally these elements are included in buildings and may belong to the architectural system, to the utility system or to the building content. The failure of the non-structural components can represent a significant danger for life safety and leads to relevant economic losses and this also contributes in amounting to a severe impact
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Doré, Andrew Stephen. "Structural studies into non-homologous end-joining components in Saccharomyces cerevisiae and Homo sapiens." Thesis, University of Cambridge, 2005. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.614807.

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Aragao, Almeida Salvio Jr. "Modeling of Concrete Anchors Supporting Non-Structural Components Subjected toStrong Wind and Adverse Environmental Conditions." University of Toledo / OhioLINK, 2019. http://rave.ohiolink.edu/etdc/view?acc_num=toledo1564764404011142.

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Aldeka, Ayad Basheer. "Seismic response of acceleration-sensitive non-structural components mounted on irregular multi-storey reinforced concrete buildings." Thesis, University of Birmingham, 2015. http://etheses.bham.ac.uk//id/eprint/5858/.

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This research investigates the seismic responses of lightweight acceleration-sensitive non-structural components (NSCs) integrated on irregular multi-storey reinforced concrete (RC) structures designed on different ground types. Dynamic nonlinear finite element analyses of the primary-secondary systems were conducted to provide insight into the seismic response of the NSCs and to evaluate the accuracy of Eurocode 8 (EC8) predictions when the NSCs are attached to the flexible sides along the heights of the primary structures (P-structures). Various sets of natural and artificial earthquake reco
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Falati, Shahram. "The contribution of non-structrual components to the overall dynamic behaviour of concrete floor slabs." Thesis, University of Oxford, 1999. http://ora.ox.ac.uk/objects/uuid:c573e8d6-fa31-4866-a952-078ed6b72ed5.

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Prestressing and the advent of high strength materials enable the construction of more slender floor slabs with lower values of natural frequency and damping. Under certain circumstances, the vibrations due to forcing frequencies of normal human activities can be annoying to the occupants. Since the occupants are both the source and the sensor, the vibration cannot be isolated and must be controlled by the structural system. At present, there is a limited knowledge about the overall dynamic characteristics of such concrete slabs, including contributions from individual structural and non-struc
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Mastrogiuseppe, Simon. "Numerical linear elastic investigation of steel roof deck diaphragm behaviour accounting for the contribution of non-structural components." Thesis, McGill University, 2006. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=98998.

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Dynamic analysis programs and empirical formulae are often used to compute the period of vibration of single-storey steel buildings. Recent ambient vibration tests of buildings in Quebec and British Columbia have shown that the predicted period of vibration is typically much longer than that measured. Software and empirical formulae do not usually take into account the stiffening effects of the non-structural components; this could be the source of the discrepancy between the results in the field and the results obtained by computational methods.<br>This research project concentrates on the ro
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Nicoletti, Vanni. "Experimental Evaluation of Infill Masonry Walls Stiffness for the Modelling of Non-Structural Components in R.C. Frame Buildings." Doctoral thesis, Università Politecnica delle Marche, 2018. http://hdl.handle.net/11566/253124.

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Solitamente le tamponature vengono trascurate nella modellazione delle strutture a telaio in cemento armato e solamente il loro contributo in termini di massa viene preso in considerazione, assumendo che la resistenza e la rigidezza delle stesse non influiscano sulla risposta strutturale. Questa pratica è supportata dal fatto che (i) generalmente allo stato limite ultimo le tamponature si considerano completamente danneggiate e, quindi, il loro contributo in termini di rigidezza è trascurabile, mentre (ii) allo stato limite di danno il valore dello spostamento di interpiano, ottenuto trascuran
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Hafeez, Ghazanfarah. "Dynamic Characteristics of Light-frame Wood Buildings." Thesis, Université d'Ottawa / University of Ottawa, 2017. http://hdl.handle.net/10393/36223.

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This research project deals with dynamic field testing of light-frame wood buildings with wood based shear walls. The primary objective of the investigation is to evaluate the code formula for estimating light wood frame building’s fundamental period, through intensive field testing and numerical modelling. The project also aims to propose an alternative simplified rational approach where applicable. The thesis provides insight to the ambient vibration testing procedures of light-frame wood buildings and explains the protocol adopted for the current research program. Ambient vibration (AV) fi
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Books on the topic "Non structural components"

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G, Agache Pierre, and Humbert Philippe 1959-, eds. Measuring the skin: Non-invasive investigations, physiology, normal constants. Springer, 2004.

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Brown, Andrew M. Development of a probabilistic component mode synthesis method for the analysis of non-deterministic substructures. [National Aeronautics and Space Administration, 1995.

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Bukov, Valentin, Andrey Ageev, Aleksandr Evgenov, and Vladimir Shurman. Redundancy management of technical systems. A supervisory way to manage configurations. INFRA-M Academic Publishing LLC., 2023. http://dx.doi.org/10.12737/1959232.

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The monograph is devoted to the issue of redundancy management of technical systems in the interests of giving them the properties of survivability, fault tolerance, fault safety, adaptation to changing operating conditions and rational use of available resources. Attention is focused on the supervisory approach to the redundancy management of technical systems based on specially introduced software and logic structures — configuration supervisors. Ideas and solutions on the information structure and control algorithms for reconfiguring avionics complexes with redundancy of heterogeneous non-u
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Shea, Nicholas. Standard Objections. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198812883.003.0006.

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Varitel semantics has several resources for dealing with indeterminacy. It gives rise to more determinate contents than informational semantics or consumer-based teleosemantics. The remaining indeterminacy is a virtue: it is what we should expect in simpler systems with fewer interacting components. Some of the non-conceptual representations in our case studies exhibit some features exemplified by concepts: semantically significant constituent structure; unsaturated components; and limited, domain-specific generality. A historical component is needed to bring into view the explanandum to which
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Zuraw, Kie. Quantitative component interaction. Oxford University Press, 2017. http://dx.doi.org/10.1093/oso/9780198778264.003.0006.

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This chapter examines the phonological rule of nasal substitution in Tagalog, specifically its rate of application in different constructions. Nasal substitution can occur whenever a prefix that ends in /ŋ/ attaches to a stem beginning with an obstruent, as in /maŋ + bigáj/ → [mamigáj] ‘to distribute’. Different prefixes trigger nasal substitution at different rates. This is similar to cases in which word-internal syntactic structure determines how and whether a phonological rule applies (e.g. Newell and Piggott 2014), but different because none of these words’ syntactic structure absolutely p
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Impressed Current Cathodic Protection of Reinforcing Steel in Atmospherically Exposed Concrete Structures. AMPP, 2007. https://doi.org/10.5006/nace_sp0290-2007.

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Scope and Limitations The provisions of this standard should be applied under the direction of a registered Professional Engineer or a person certified by NACE International as a Corrosion Specialist or certified as a Cathodic Protection Specialist. The person’s professional experience should include suitable experience in cathodic protection of reinforced concrete structures. Under certain circumstances, a cathodic protection system may either become a structural component or significantly affect the serviceability and structural performance of a reinforced concrete structure; therefore, revi
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Pap, Thomas, Adelheid Korb, Marianne Heitzmann, and Jessica Bertrand. Joint biochemistry. Oxford University Press, 2013. http://dx.doi.org/10.1093/med/9780199642489.003.0056.

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Synovial joints are composed of different morphological structures that have their distinct cellular and biochemical properties. Articular cartilage and synovial membrane are key components of synovial joints and show a number of peculiarities that makes them different from other tissues in our body. An in-depth knowledge of these structural and biochemical peculiarities is not only important for understanding key features of articular function but also provides explanations for important characteristics of both degenerative and inflammatory joint diseases. This chapter reviews the structure a
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Cette, Gilbert, Jimmy Lopez, and Jacques Mairesse. Labour Market Regulations and Capital Intensity. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780198821878.003.0009.

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What is the impact of labour market regulations as measured by the OECD indicator of employment protection legislation (EPL) on capital and skill composition? Precisely, this study investigates the effects of changes in EPL on changes in four types of capital and three components of labour skill. They include construction, non-ICT, ICT, and R&amp;D capital components on the one hand, and low-, medium-, and highly-skilled labour on the other. Our analysis is grounded on a large country–industry panel dataset of fourteen OECD countries, and eighteen manufacturing and market service industries, f
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Guide for Use and Selection of Powder Coating Systems for Protective Purposes. AMPP, 2019. https://doi.org/10.5006/sspc-guide_25-2019.

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Scope This guide provides general information to assist facility owners and specifiers who select or specify powder coating systems to protect steel substrates from corrosion. It includes information about surface preparation and application procedures, and also about coating system durability and performance. Detailed descriptions of substrate selection and pretreatment are beyond the scope of this guide. Coating powder suppliers can provide advice regarding selection of specific primers and finish coats, and powder application and recovery equipment suppliers can assist with the selection of
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Agache, P., and Philippe Humbert. Measuring the Skin. Springer, 2004.

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Book chapters on the topic "Non structural components"

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Fox, Matthew, Weng Yuen Kam, and Damian Grant. "Non-structural Components." In Seismic Retrofit of Existing Buildings: A guideline for practising engineers. Emerald Publishing Limited, 2024. http://dx.doi.org/10.1680/978-1-83549-834-720241013.

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Jia, Junbo. "Resistance of Non-structural Components." In Modern Earthquake Engineering. Springer Berlin Heidelberg, 2016. http://dx.doi.org/10.1007/978-3-642-31854-2_26.

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Meryman, Helena, Mark D. Webster, and Mikael Gartner. "Reuse of Buildings, Structural Components, and Non-Building Structures." In Sustainability Guidelines for the Structural Engineer. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/9780784411193.ch10.

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Bainbridge, Harry. "The Regulator's View: Non-Nuclear Applications." In Methods for the Assessment of the Structural Integrity of Components and Structures. CRC Press, 2024. http://dx.doi.org/10.1201/9781003580225-3.

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Sessa, Salvatore, and Luciano Rosati. "Influence of Non-structural Components on Equivalent Linearization of Buildings." In Mathematical Applications in Continuum and Structural Mechanics. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-42707-8_12.

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Jiang, Yu, Junyong Tao, and Xun Chen. "Fatigue Reliability Evaluation of Structural Components Under Random Loadings." In Non-Gaussian Random Vibration Fatigue Analysis and Accelerated Test. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-3694-3_6.

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Archila, Manuel, Carlos Ventura, Alicia Figueira, and Yan Yang. "Modal Testing of Non-structural Components for Seismic Risk Assessment." In Topics on the Dynamics of Civil Structures, Volume 1. Springer New York, 2012. http://dx.doi.org/10.1007/978-1-4614-2413-0_24.

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Koz, Oguz, and Fatih Sutcu. "Design and Dynamic Behavior of Non-structural Components Under Seismic Effects." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-57659-1_33.

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Kuyumcu, K. E., and Fatih Sutcu. "Dynamic Behavior Analysis of Non-structural Components with Vibration Isolating Mounts." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-66888-3_53.

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Samaitis, Vykintas, Elena Jasiūnienė, Pawel Packo, and Damira Smagulova. "Ultrasonic Methods." In Structural Health Monitoring Damage Detection Systems for Aerospace. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-72192-3_5.

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AbstractUltrasonic inspection is a well recognized technique for non-destructive testing of aircraft components. It provides both local highly sensitive inspection in the vicinity of the sensor and long-range structural assessment by means of guided waves. In general, the properties of ultrasonic waves like velocity, attenuation and propagation characteristics such as reflection, transmission and scattering depend on composition and structural integrity of the material. Hence, ultrasonic inspection is commonly used as a primary tool for active inspection of aircraft components such as engine c
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Conference papers on the topic "Non structural components"

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Seng, Chanroatanak, Xin Zhao, and Chornay Morn. "Comparative Investigation of Pressure-Adjustment Fluid Viscous Damper Performance Under Moderate and High Seismic Intensity." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.2294.

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&lt;p&gt;Tall buildings are typically vulnerable to the effects of lateral deformation caused by earthquakes and wind excitation. Thus, lateral displacement frequently affects the structural performance of the system. Building dissipates the energy through its lateral stiffness. Inadequate lateral stiffness may result in severe damage to non-structural components or cause the system to collapse. Large structural elements are needed to provide the necessary stiffness for the slender designs of high- rise buildings, which can result in an uneconomic design. Tall building can counter this issue b
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Yu, Tao, Ye Xia, and Limin Sun. "A Machine Learning-Enhanced Method to Bridge Condition Evaluation considering Defect Prioritization." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.0116.

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&lt;p&gt;Accurate bridge condition assessment is essential for bridge management and maintenance. Traditional hierarchical evaluation methods in China have highlighted two key issues: components with minor defects are often scored lower than those with severe defects, and the defect names in inspection reports do not always align with those described in the relevant guidelines. This paper introduces a modified bridge assessment method to address these issues. The proposed methods include adjusting the scoring model to prioritize structural defects and reduce deductions for non- structural defe
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Jetter, Robert. "A Design Perspective of Elevated Temperature Material Behavior." In AM-EPRI 2007, edited by R. Viswanathan, D. Gandy, and K. Coleman. ASM International, 2007. https://doi.org/10.31399/asm.cp.am-epri-2007p0733.

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Abstract The purpose of this paper is to discuss elevated temperature materials behavior from the perspective of the component designer/stress analyst and the developer of elevated temperature design rules and criteria. Some issues associated with the design and structural integrity evaluation process are discussed including application of criteria supporting elevated temperature design of nuclear components to non-nuclear power and petrochemical components, particularly those subjected to significant cyclic service. The fundamental problem is how to relate specimen data gathered over limited
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Viall, Wesley, Emily Meyer, Kit Fry, and Graham Smith. "A Structural Load Comparison of Dynamically Balanced and Imbalanced Main Rotor Blades." In Vertical Flight Society 80th Annual Forum & Technology Display. The Vertical Flight Society, 2024. http://dx.doi.org/10.4050/f-0080-2024-0021.

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A limited flight load survey was performed on a fleet representative UH-60L aircraft flown with various degrees and combinations of dynamically imbalanced blades. Blades selected for this test ranged in both positive and negative severity of pitching moment slope values to substantiate rotor smoothing efficacy and the effect on dynamic component oscillatory loads for dynamically imbalanced blades compared to a baseline of nominally balanced blades. For every component analyzed, greater than 70% of the maneuvers presented showed an increase in structural loads in the unbalanced configuration co
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TANG, S., and L. O'BRIEN. "A novel method for fatigue life monitoring of non-airframe components." In 32nd Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 1991. http://dx.doi.org/10.2514/6.1991-1088.

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Zhang, Peng, Pai Wang, and Xuan Zhu. "Decoupling propagating and non-propagating guided modes in structural components." In Health Monitoring of Structural and Biological Systems XVIII, edited by Piervincenzo Rizzo, Zhongqing Su, Fabrizio Ricci, and Kara J. Peters. SPIE, 2024. http://dx.doi.org/10.1117/12.3010026.

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Hengeveld, Derek, James Braun, Eckhard Groll, and Andrew Williams. "Optimal Placement of Electronic Components to Minimize Heat Flux Non-Uniformities." In 50th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 2009. http://dx.doi.org/10.2514/6.2009-2223.

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Quinci, Gianluca, Fabrizio Paolacci, and Michalis Fragiadakis. "Seismic Risk Assessment of Non-Structural Components in Hazardous Facilities Through a Novel ANN-Based Technique." In ASME 2024 Pressure Vessels & Piping Conference. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/pvp2024-123479.

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Abstract Seismic events pose a significant threat to industrial facilities, and the risk assessment of non-structural components (NSCs) within these structures is paramount for ensuring the safety and functionality of critical infrastructure. This paper presents a novel approach utilizing machine learning techniques to enhance the seismic risk assessment of NSCs in industrial facilities. The proposed methodology integrates data from multiple sources, including seismic records, structural characteristics, and NSC vulnerability parameters, to develop predictive models for evaluating the vulnerab
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Post, Peter U. "Structural Analysis and Optimization of Pneumatic Components." In ASME 1994 Design Technical Conferences collocated with the ASME 1994 International Computers in Engineering Conference and Exhibition and the ASME 1994 8th Annual Database Symposium. American Society of Mechanical Engineers, 1994. http://dx.doi.org/10.1115/detc1994-0164.

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Abstract Within the last few years engineering analysis and optimization methods became more and more reasonable in the development stage not only of specialised high-tech products but also of industrial standard components and systems. This trend is forced by establishing simultaneous engineering concepts in R&amp;D-departments. Acceptance of these methods in industrial practice goes along with increasing power of solution procedures as well as reliability and ease-of-use of software implementations. This paper shows practical applications on the development of pneumatic actuators and control
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Gazis, N., G. Manoharan, and G. Solbrekken. "Development of a Non-Destructive Structural Health Monitor for Accelerator Components." In Tranactions - 2019 Winter Meeting. AMNS, 2019. http://dx.doi.org/10.13182/t30917.

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Reports on the topic "Non structural components"

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Alviarez, Vanessa, Cheng Chen, Nitya Pandalai-Nayar, Liliana Varela, Kei-Mu Yi, and Hongyong Zhang. Multinationals and Structural Transformation. Inter-American Development Bank, 2023. http://dx.doi.org/10.18235/0004726.

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We study the role of multinationals (MNCs) in facilitating firm-level and aggregate structural transformation. Using a stylized model of multinational production and trade, we show that an inward multinational liberalization in the manufacturing sector raises employment in host country firms, and decreases manufacturing employment, while also raising services employment, in the parent firms. We also show the conditions under which aggregate structural transformation occurs. We test the models firm-level predictions by using confidential microdata from Japan. We study the response of Japanese M
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Marcel, Mario. Structural Fiscal Balances: Methodological, Conceptual, and Practical Alternatives. Inter-American Development Bank, 2013. http://dx.doi.org/10.18235/0006958.

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This paper discusses the merits of alternative definitions of the structural budget in the context of their use in the design and implementation of fiscal rules. To this end, the paper argues that there are three different purposes behind the notion of a structural budget balance: (a) separating permanent from temporary fiscal changes, (b) separating the cyclical from noncyclical components, and (c) separating discretionary from non-discretionary changes. This could lead to the interpretation of the structural budget balance as a permanent balance, a cyclically-adjusted balance, or a discretio
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Gálvez, Julio. Household portfolio choices under (non-)linear income risk: an empirical framework. Banco de España, 2023. http://dx.doi.org/10.53479/33792.

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This paper develops a flexible, semi-structural framework to empirically quantify the non-linear transmission of income shocks to household portfolio choice decisions both at the extensive and intensive margins. I model stock market participation and portfolio allocation rules as age-dependent functions of persistent and transitory earnings components, wealth and unobserved taste shifters. I establish non-parametric identification and propose a tractable, simulation-based estimation algorithm, building on recent developments in the sample selection literature. Using recent waves of PSID data,
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Elbaum, Michael, and Peter J. Christie. Type IV Secretion System of Agrobacterium tumefaciens: Components and Structures. United States Department of Agriculture, 2013. http://dx.doi.org/10.32747/2013.7699848.bard.

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Objectives: The overall goal of the project was to build an ultrastructural model of the Agrobacterium tumefaciens type IV secretion system (T4SS) based on electron microscopy, genetics, and immunolocalization of its components. There were four original aims: Aim 1: Define the contributions of contact-dependent and -independent plant signals to formation of novel morphological changes at the A. tumefaciens polar membrane. Aim 2: Genetic basis for morphological changes at the A. tumefaciens polar membrane. Aim 3: Immuno-localization of VirB proteins Aim 4: Structural definition of the substrate
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Balat, Jorge, Juan Esteban Carranza, Juan David Martin, and Álvaro Riascos. El efecto de cambios en la regulación del mercado mayorista de electricidad en Colombia en un modelo estructural de subastas complejas. Banco de la República, 2022. http://dx.doi.org/10.32468/be.1211.

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We investigate the effects of a change in the regulation of the spot market for electricity in Colombia that took place in 2009. Specifically, the regulation switched from an auction mechanism with simple bids to one with complex bids to allow generators to separately bid on variable and quasi-fixed components. This greater flexibility was introduced to reduce production inefficiencies that arise from non-convexities in the cost structures of thermal generators. In this paper, we estimate and compute a structural model to quantify the effects of this change on allocation efficiency along with
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Гарлицька, Т. С. Substandard Vocabulary in the System of Urban Communication. Криворізький державний педагогічний університет, 2018. http://dx.doi.org/10.31812/123456789/3912.

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The article is devoted to substandard elements which are considered as one of the components in the system of urban forms of communication. The Object of our research is substandard vocabulary, the Subject is structural characteristics of the modern city language, the Purpose of the study is to define the main types of substandard vocabulary and their role in the system of urban communication. The theoretical base of our research includes the scientific works of native and foreign linguists, which are devoted to urban linguistics (B. Larin, M. Makovskyi, V. Labov, T. Yerofeieva, L. Pederson, R
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Villamil, Julie, Caique Lara, Anthony Abrahao, et al. Development of a Pipe Crawler Inspection Tool for Fossil Energy Power Plants. Florida International University, 2021. http://dx.doi.org/10.25148/mmeurs.009772.

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Fossil fuel power plants are complex systems containing multiple components that create extreme environments for the purpose of extracting usable energy. Failures in the system can lead to increased down time for the plant, reduction of power and significant cost for repairs. In the past, inspections and maintenance of the plant's superheater tubes has been predominantly manual, laborious, and extremely time consuming. This is due to the pipe's small diameter size (between 1.3 and 7.6 cm) and the coiled structure of the tubing. In addition, the tubes are often stacked close to each other, limi
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Morrison, Mark, Joshuah Miron, Edward A. Bayer, and Raphael Lamed. Molecular Analysis of Cellulosome Organization in Ruminococcus Albus and Fibrobacter Intestinalis for Optimization of Fiber Digestibility in Ruminants. United States Department of Agriculture, 2004. http://dx.doi.org/10.32747/2004.7586475.bard.

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Improving plant cell wall (fiber) degradation remains one of the highest priority research goals for all ruminant enterprises dependent on forages, hay, silage, or other fibrous byproducts as energy sources, because it governs the provision of energy-yielding nutrients to the host animal. Although the predominant species of microbes responsible for ruminal fiber degradation are culturable, the enzymology and genetics underpinning the process are poorly defined. In that context, there were two broad objectives for this proposal. The first objective was to identify the key cellulosomal component
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Ravazdezh, Faezeh, Julio A. Ramirez, and Ghadir Haikal. Improved Live Load Distribution Factors for Use in Load Rating of Older Slab and T-Beam Reinforced Concrete Bridges. Purdue University, 2021. http://dx.doi.org/10.5703/1288284317303.

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This report describes a methodology for demand estimate through the improvement of load distribution factors in reinforced concrete flat-slab and T-beam bridges. The proposed distribution factors are supported on three-dimensional (3D) Finite Element (FE) analysis tools. The Conventional Load Rating (CLR) method currently in use by INDOT relies on a two-dimensional (2D) analysis based on beam theory. This approach may overestimate bridge demand as the result of neglecting the presence of parapets and sidewalks present in these bridges. The 3D behavior of a bridge and its response could be bett
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Rahmani, Mehran, and Manan Naik. Structural Identification and Damage Detection in Bridges using Wave Method and Uniform Shear Beam Models: A Feasibility Study. Mineta Transportation Institute, 2021. http://dx.doi.org/10.31979/mti.2021.1934.

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This report presents a wave method to be used for the structural identification and damage detection of structural components in bridges, e.g., bridge piers. This method has proven to be promising when applied to real structures and large amplitude responses in buildings (e.g., mid-rise and high-rise buildings). This study is the first application of the method to damaged bridge structures. The bridge identification was performed using wave propagation in a simple uniform shear beam model. The method identifies a wave velocity for the structure by fitting an equivalent uniform shear beam model
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