Relevant bibliographies by topics / Geometrical and Structural analysis

Contents

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

Academic literature on the topic 'Geometrical and Structural analysis'

Author: Grafiati
Published: 2 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Geometrical and Structural analysis"

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Joshi, Gaurav, K. K. Pathak, and Saleem Akhtar. "Seismic Analysis of Soft Storey Buildings Considering Structural and Geometrical Parameters." Journal on Today's Ideas - Tomorrow's Technologies 1, no. 2 (2013): 73–84. http://dx.doi.org/10.15415/jotitt.2013.12005.

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Parti, Mónika. "Geometrical and structural analysis of threshold ramp." Pollack Periodica 8, no. 2 (2013): 77–86. http://dx.doi.org/10.1556/pollack.8.2013.2.9.

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F. Lourenço, Bruno, Masakazu Muramatsu, and Takashi Tsuchiya. "A STRUCTURAL GEOMETRICAL ANALYSIS OF WEAKLY INFEASIBLE SDPS." Journal of the Operations Research Society of Japan 59, no. 3 (2016): 241–57. http://dx.doi.org/10.15807/jorsj.59.241.

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Xu, R., D. X. Li, J. P. Jiang, and W. Liu. "Nonlinear Vibration Analysis of Membrane SAR Antenna Structure Adopting a Vector Form Intrinsic Finite Element." Journal of Mechanics 31, no. 3 (2015): 269–77. http://dx.doi.org/10.1017/jmech.2014.97.

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ABSTRACTThis study adopted the Vector Form Intrinsic Finite Element (VFIFE) method to study the nonlinear vibration of the membrane SAR (Synthetic Aperture Radar) antenna structure. As the dynamic characteristic of the antenna is mainly determined by the support frame, it can be simplified as an axially loaded cantilever beam. The linear and geometrically nonlinear models of the axially loaded cantilever beam are established. The beam is modeled as discrete mass points which are connected by deformable elements through VFIFE method. A statics analysis is first presented to verify the VFIFE met
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KOSHIZUKA, Seiichi. "2018 Geometrical Non-linearity of Structural Analysis in Particle Methods." Proceedings of the JSME annual meeting 2006.1 (2006): 35–36. http://dx.doi.org/10.1299/jsmemecjo.2006.1.0_35.

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Nabaei, Seyed Sina, and Yves Weinand. "Geometrical Description and Structural Analysis of a Modular Timber Structure." International Journal of Space Structures 26, no. 4 (2011): 321–30. http://dx.doi.org/10.1260/0266-3511.26.4.321.

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Liu, Zhaoqiu, and Fei Zhang. "A BIM-Based Preliminary Database Framework for Structural Hazard Prevention Analysis." Open Civil Engineering Journal 10, no. 1 (2016): 695–705. http://dx.doi.org/10.2174/1874149501610010695.

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Building Information Modeling (BIM) is a methodology for managing the essential data and information in digital format throughout a building life cycle. During the building operation process, engineers can establish a detailed information database of structural components for structural hazard prevention analysis based on the BIM model. In this paper, the definitions and rules of geometrical and non-geometrical information of structural components are studied, which play an important part in preventing a building from damage under the effect of some potential disasters. Based on the analysis o
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He, Jiandong, and Juanmian Lei. "A GPU-Accelerated TLSPH Algorithm for 3D Geometrical Nonlinear Structural Analysis." International Journal of Computational Methods 16, no. 07 (2019): 1850114. http://dx.doi.org/10.1142/s0219876218501141.

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In this paper, we developed a GPU parallelized Total Lagrangian Formation of Smoothed Particle Hydrodynamics (TLSPH) algorithm for 3D geometrical nonlinear structure analysis. The code was developed using NVDIA CUDA C++. Both the TLSPH and GPU parallelization algorithms are described in detail. Compared to the traditional FEM method for structure analysis, TLSPH method is much easier to be implemented and parallelized. In addition, as a meshless based method, there is no need to mesh the domain for TLSPH method. Also, the computational cost of TLSPH is much lower than the Weakly Compressible S
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Thomas, N. W. "An extension of the Voronoi analysis of crystal structures." Acta Crystallographica Section B Structural Science 52, no. 6 (1996): 939–53. http://dx.doi.org/10.1107/s0108768196009202.

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The Voronoi method of constructing polyhedra about all atoms in a given crystal structure is extended to provide a general, quantitative and concise means of discriminating crystal structures from one another. Although applicable to all crystal structural types, the methodology is developed here by reference to binary non-molecular inorganic systems, AmBn , corresponding mainly to ionic crystals and intermetallic compounds. Consideration is given to the geometrical forms of the Voronoi polyhedra, with AB 2 compounds singled out for illustrative purposes. Two methods are proposed for summarizin
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Zrinjski, Mladen, Antonio Tupek, Đuro Barković, and Ante Polović. "Industrial Masonry Chimney Geometry Analysis: A Total Station Based Evaluation of the Unmanned Aerial System Photogrammetry Approach." Sensors 21, no. 18 (2021): 6265. http://dx.doi.org/10.3390/s21186265.

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High industrial chimney inclination monitoring and analysis is crucial from a stability point of view because, if not maintained, it can pose a great potential hazard for its surroundings. Various modern approaches of chimneys’ geometrical parameters determination have been proposed and are actively in use. However, little research regarding the applicability of the unmanned aerial system (UAS)-based photogrammetric approach of chimney structural monitoring has been conducted and a comprehensive analysis with validated methods is lacking. Therefore, this research is focused on the determinatio
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Dissertations / Theses on the topic "Geometrical and Structural analysis"

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Berk, Aysu. "Geometrical Analysis Of Bridge Forms And Their Feasibility In Structural Design." Master's thesis, METU, 2005. http://etd.lib.metu.edu.tr/upload/12606133/index.pdf.

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Bridges are structures that have both engineering and architectural value. The importance bridges have in society is not only due to their function but their form and posture. Bridges are structures that pass longer spans among all other structures. This passageway includes not only the quantitative values, but the quality also. The perfect harmony between its form and function is reflected in its overall structure. Footbridges are the most intimate type of bridges for people. Usually of smaller dimensions and lighter weight, the design for these types is done with more aesthetic care. In this
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Lalyre, Mayela Cecilia González. "Bragança regional airport master plan evaluation (geometrical and structural characteristics)." Master's thesis, Instituto Politécnico de Bragança, Escola Superior de Tecnologia e Gestão, 2012. http://hdl.handle.net/10198/7998.

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Regional airports are important for the development of a European network of integrated air transport. The Bragança Regional Airport is not an exception to this statement and as it looks to increase its capacity and flexibility of aircraft operations the cost of developing the infrastructure becomes highly elevated hindering expansion projects. Regardless, an effort to enhance the actual service level is made where this document aims to provide an evaluation to the Airport Master Plan, focusing on the structural and geometrical characteristics of the airfield facilities. Further, to obta
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Ikegawa, Yojiro. "Three-dimensional geometrical analysis of rock mass structure." Thesis, Imperial College London, 1992. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.294135.

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Hübner, Matthias, Monireh Fazeli, Thomas Gereke, and Chokri Cherif. "Geometrical design and forming analysis of three-dimensional woven node structures." Sage, 2018. https://tud.qucosa.de/id/qucosa%3A35533.

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Structural frames have been established in many technical applications and typically consist of interconnected profiles. The profiles are commonly joined with node elements. For lightweight structures, the use of composite node elements is expedient. Due to the anisotropic mechanical properties of the fibers, high demands are placed on the orientation of the fibers in the textile reinforcement structure. A continuous fiber course around the circumference and at the junctions is necessary for an excellent force transmission. A special binding and forming process was developed based on the weavi
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Siddiqui, Muhammad Owais Raza. "Geometrical modelling and numerical analysis of thermal behaviour of textile structures." Thesis, Heriot-Watt University, 2015. http://hdl.handle.net/10399/2886.

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The thermal properties of fabric are an important factor in the understanding of the thermo-physiological comfort of clothing. The principal aim of this research was to develop novel numerical methods, Graphical User Interface (GUI) plug-ins and experimental setup to evaluate the effective thermal conductivity and thermal resistance of different textile structures which has significant impact on the thermal comfort of clothing. The numerical methods also include the analysis of the effect of fibre orientation, thermal anisotropy of fibre, temperature dependent thermal conductivity and fibre vo
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Lu, Ya Nan. "Static and forced vibration analysis of plane truss structure with geometrical nonlinearity." Thesis, University of Macau, 2015. http://umaclib3.umac.mo/record=b3335487.

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Al-Qarra, H. H. "The geometrically nonlinear analysis of sandwich panels." Thesis, University of Southampton, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.373567.

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AUGELLO, RICCARDO. "Advanced FEs for the micropolar and geometrical nonlinear analyses of composite structures." Doctoral thesis, Politecnico di Torino, 2021. http://hdl.handle.net/11583/2872330.

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Madutujuh, Nathan. "Geometrically nonlinear analysis of plane trusses and plane frames." Master's thesis, This resource online, 1991. http://scholar.lib.vt.edu/theses/available/etd-01262010-020134/.

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Young, Leyland Gregory. "Geometrically exact modeling, analysis and design of high precision membranes /." free to MU campus, to others for purchase, 2003. http://wwwlib.umi.com/cr/mo/fullcit?p3099647.

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Books on the topic "Geometrical and Structural analysis"

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Batoz, Jean-Louis. Geometrically nonlinear analysis of shell structures using flat DKT shell elements. Naval Postgraduate School, 1985.

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A, Crivelli Luis, B. J. Captain, and United States. National Aeronautics and Space Administration., eds. A survey of the core-congruential formulation for geometrically nonlinear TL finite elements. Center for Space Structures and Controls, College of Engineering, University of Colorado, 1994.

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A, Crivelli Luis, B. J. Captain, and United States. National Aeronautics and Space Administration., eds. A survey of the core-congruential formulation for geometrically nonlinear TL finite elements. Center for Space Structures and Controls, College of Engineering, University of Colorado, 1994.

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Levy, Robert, and William R. Spillers. Analysis of Geometrically Nonlinear Structures. Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-017-0243-0.

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1934-, Spillers William R., ed. Analysis of geometrically nonlinear structures. Chapman & Hall, 1995.

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1934-, Spillers William R., ed. Analysis of geometrically nonlinear structures. 2nd ed. Kluwer Academic Publishers, 2003.

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R, Spillers William, ed. Analysis of Geometrically Nonlinear Structures. Springer Netherlands, 2003.

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Reddy, J. N. Geometrically nonlinear analysis laminated elastic structures. National Aeronautics and Space Administration, 1993.

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Bauchau, O. A., and J. I. Craig, eds. Structural Analysis. Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2516-6.

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Hibbeler, R. C. Structural analysis. 5th ed. Prentice Hall, 2002.

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Book chapters on the topic "Geometrical and Structural analysis"

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Yuan, Guoqing, and Yu Chen. "Geometrical Nonlinearity Analysis of Wind Turbine Blade Subjected to Extreme Wind Loads." In Computational Structural Engineering. Springer Netherlands, 2009. http://dx.doi.org/10.1007/978-90-481-2822-8_57.

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Levy, Robert, and William R. Spillers. "Linear Structural Analysis." In Analysis of Geometrically Nonlinear Structures. Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-017-0243-0_2.

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Mukhopadhyay, Madhujit, and Abdul Hamid Sheikh. "Geometrical Nonlinear Finite Element Analysis." In Matrix and Finite Element Analyses of Structures. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-08724-0_17.

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DeLuzio, Anthony James. "Seismic Analysis." In Geometric Nonlinearity in Structural Behavior. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-40508-2_8.

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Podder, Debabrata, and Santanu Chatterjee. "Deflections of Beams by Geometric Methods." In Introduction to Structural Analysis. CRC Press, 2021. http://dx.doi.org/10.1201/9781003081227-11.

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Dubourg Glatigny, Pascal. "Epistemological Obstacles to the Analysis of Structures: Giovanni Bottari’s Aversion to a Mathematical Assessment of Saint-Peter’s Dome (1743)." In Geometrical Objects. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-05998-3_9.

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DeLuzio, Anthony James. "Geometric Non-linear Analysis." In Geometric Nonlinearity in Structural Behavior. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-40508-2_4.

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Mazat, Jean-Pierre, Christine Reder, and T. Letellier. "The Structural Approach to Metabolic Control Analysis II: Geometrical Aspects." In Control of Metabolic Processes. Springer US, 1990. http://dx.doi.org/10.1007/978-1-4757-9856-2_9.

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Drits, Victor A. "Geometrical Analysis of Point Electron-Diffraction Patterns." In Electron Diffraction and High-Resolution Electron Microscopy of Mineral Structures. Springer Berlin Heidelberg, 1987. http://dx.doi.org/10.1007/978-3-642-71729-1_4.

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Savić, Lj R. "Some Geometrical Features of the Rate-Type Plasticity Theory for Structural Metals." In Transient/Dynamic Analysis and Constitutive Laws for Engineering Materials. Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3655-3_68.

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Conference papers on the topic "Geometrical and Structural analysis"

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Moroni, Niccolò, Mattia Francioli, Alessandro Guarnieri, and Francesco Petrini. "Multi-Hazard Analysis of Steel Buildings Subjected to Earthquake and Fire." In The 12th International Conference on Fracture Fatigue and Wear. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-cui85q.

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Fire produces unique effects on steel structures which can compromise the residual capacity and therefore the structural response if they impact jointly with other natural hazards, such as earthquakes. This work presents a procedure that allows for the extension of the analysis method introduced in the 1990s by Fajfar and Gaspersic and outlined in EC8 (referred to as the N2 method) for the case of Multi-Hazard (MH) analysis, specifically for hazard-chain scenarios involving earthquake and fire. The goal is to assess the structural performance at the end of the sequence of considered events. By
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Atac, Meryem, and Altan Kayran. "Comparative Study of Finite Element Analysis and Geometrically Exact Beam Analysis of a Composite Helicopter Blade." In Vertical Flight Society 72nd Annual Forum & Technology Display. The Vertical Flight Society, 2016. http://dx.doi.org/10.4050/f-0072-2016-11536.

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In this paper, comparative study of the finite element analysis and geometrically exact beam analysis of a composite helicopter blade is performed. The objective of this study is to investigate the applicability of the geometrically exact beam analysis of the composite helicopter blade in predicting the structural response of the composite blade. To evaluate the structural response determined by the geometrically exact beam analysis of the composite blade, detailed finite element model of the blade is prepared and the structural response of two methods are compared for different static and tra
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Gupta, Mohit, and Dewey Hodges. "Nonlinear Analysis of Composite Beams with Structural Damping." In Vertical Flight Society 74th Annual Forum & Technology Display. The Vertical Flight Society, 2018. http://dx.doi.org/10.4050/f-0074-2018-12765.

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In rotor blades and other structural components, many factors can lead to structural damping. It is important to consider its effect on the dynamic behavior of beams. The work presented herein goes through a detailed literature review on the models and techniques used by past researchers to include damping. The authors use a state-of-the-art dimensional reduction technique known as the Variational Asymptotic Method (VAM). VAM works by splitting the 3-D beam analysis into 2-D cross-sectional and 1-D beam analyses, yielding asymptotically exact expressions for the variables of the original 3-D p
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LIBRESCU, L., and M. STEIN. "Postbuckling Analysis of Shear Deformable Composite Flat Panels Taking Into Account Geometrical Imperfections." In 31st Structures, Structural Dynamics and Materials Conference. American Institute of Aeronautics and Astronautics, 1990. http://dx.doi.org/10.2514/6.1990-967.

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"Development of Scum Geometrical Monitoring Beneath Floating Covers Aided by UAV Photogrammetry." In Structural Health Monitoring. Materials Research Forum LLC, 2021. http://dx.doi.org/10.21741/9781644901311-9.

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Abstract. Floating covers are used on anaerobic lagoons at waste-water treatment plants for odour control and the harvesting of biogas. Scum is an unwanted by-product of the anaerobic digestion of raw sewage. This matter can form into a large mass of material, and when it floats to the surface and solidifies, it is called a scumberg to differentiate it from the scum which may still be in a semi-solid state. Given the continual inflow of raw sewage into the lagoon, the potential movement of the scum can deform the floating cover. One of the challenges pertaining to the structural health assessm
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Ayaz Uddin, Mohammed, Imad Barsoum, Shanmugam Kumar, and Andreas Schiffer. "Enhancing Energy Absorption Capacity of Pyramidal Lattice Structures via Geometrical Tailoring and 3D Printing." In ASME 2024 Aerospace Structures, Structural Dynamics, and Materials Conference. American Society of Mechanical Engineers, 2024. http://dx.doi.org/10.1115/ssdm2024-121512.

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Abstract Pyramidal lattice structures have frequently been employed as the core material in the design of sandwich panels due to their impressive weight-specific strength. However, the struts in pyramidal lattice structures bend when subjected to axial, shear, or bending loads, leading to non-uniform stress distributions, especially at low relative densities. The current work introduces a geometrical tailoring scheme that provides the designer with additional parameters that can be adjusted to tune the cross-sectional properties of the lattice struts with the goal of obtaining more uniform str
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Dell'Endice, A., A. Iannuzzo, T. Van Mele, and P. Block. "Influence of Settlements and Geometrical Imperfections on the Internal Stress State of Masonry Structures." In 12th International Conference on Structural Analysis of Historical Constructions. CIMNE, 2021. http://dx.doi.org/10.23967/sahc.2021.131.

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Ferrero, C., M. Rossi, P. Roca, and C. Calderini. "Effect of Geometrical Imperfections on the Response of Dry-Joint Masonry Arches to Support Settlements." In 12th International Conference on Structural Analysis of Historical Constructions. CIMNE, 2021. http://dx.doi.org/10.23967/sahc.2021.087.

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Biagi, Michele, and Pierluigi Perugini. "Nonlinear Analysis of the Vega Launcher First Stage composite skirts with geometrical imperfections." In 48th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. American Institute of Aeronautics and Astronautics, 2007. http://dx.doi.org/10.2514/6.2007-2120.

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Deschuyteneer, Aurélie, and Denis Zastavni. "Structural robustness at the conceptual stage." In IABSE Workshop, Helsinki 2017: Ignorance, Uncertainty, and Human Errors in Structural Engineering. International Association for Bridge and Structural Engineering (IABSE), 2017. http://dx.doi.org/10.2749/helsinki.2017.134.

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The aim of this paper is to develop a complementary method to the numerical approaches proposed in the literature on the subject, which will help in assessing the constitutive dimensions of structural robustness at the conceptual stage. Based on geometrical thinking, this method defines robustness as the ability of a structure to maximise the rearrangement of its internal forces. This can be expressed graphically by admissible geometrical domains. The purpose and extent of this new approach are summarised and illustrated by the detailed robustness analysis of two case studies. The areas obtain
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Reports on the topic "Geometrical and Structural analysis"

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Patel, Reena. Complex network analysis for early detection of failure mechanisms in resilient bio-structures. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/41042.

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Bio-structures owe their remarkable mechanical properties to their hierarchical geometrical arrangement as well as heterogeneous material properties. This dissertation presents an integrated, interdisciplinary approach that employs computational mechanics combined with flow network analysis to gain fundamental insights into the failure mechanisms of high performance, light-weight, structured composites by examining the stress flow patterns formed in the nascent stages of loading for the rostrum of the paddlefish. The data required for the flow network analysis was generated from the finite ele
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Blaha, Georges. Analysis of the Nonlinear Parametric Least-Squares Adjustment via an Isomorphic Geometrical Setup with Tensor Structure. Defense Technical Information Center, 1988. http://dx.doi.org/10.21236/ada208219.

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Little, Charles, and David Biedenharn. Technical assessment of the Old, Mississippi, Atchafalaya, and Red (OMAR) Rivers : channel geometry analysis. Engineer Research and Development Center (U.S.), 2022. http://dx.doi.org/10.21079/11681/45147.

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The Old River Control Complex (ORCC) consists of the Low Sill, Auxiliary, and Overbank structures as features of the Old River Control Structure (ORCS) and the privately owned hydro-electric power plant. Operations of the ORCC manage the hydrologic connectivity between the Mississippi River and the Atchafalaya River/Red River systems. The morphology of the Old, the Mississippi, the Atchafalaya, and the Red Rivers (OMAR) has been influenced by the flow distribution at the ORCC, as well as the accompanying bed sediments. A geomorphic assessment of the OMAR is underway to understand the morpholog
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Zehner, D. (Geometrical structural properties in the selvedge region of surfaces of random alloys). Office of Scientific and Technical Information (OSTI), 1989. http://dx.doi.org/10.2172/5792566.

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Gantzer, Clark J., Shmuel Assouline, and Stephen H. Anderson. Synchrotron CMT-measured soil physical properties influenced by soil compaction. United States Department of Agriculture, 2006. http://dx.doi.org/10.32747/2006.7587242.bard.

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Methods to quantify soil conditions of pore connectivity, tortuosity, and pore size as altered by compaction were done. Air-dry soil cores were scanned at the GeoSoilEnviroCARS sector at the Advanced Photon Source for x-ray computed microtomography of the Argonne facility. Data was collected on the APS bending magnet Sector 13. Soil sample cores 5- by 5-mm were studied. Skeletonization algorithms in the 3DMA-Rock software of Lindquist et al. were used to extract pore structure. We have numerically investigated the spatial distribution for 6 geometrical characteristics of the pore structure of
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Kokpol, Sirirat. Relationships between biological activity and molecular properties of artemisinin compounds. Chulalongkorn University, 2001. https://doi.org/10.58837/chula.res.2001.38.

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Relationships between biological activity and molecular properties of 68 antimalarial artemisinin compounds were investigated in the quantitative manner. All compounds were geometrically optimized at the HF/3-21G level. Totally 102 molecular properties covering hydrophobicity, polarizability, electronic, and steric parameters were calculated from the optimized structures. The activities against 2 different strains of malarial parasites, D-6 and W-2, were taken from the literatures. Statistical analyses were performed to find the relationships between the activities and the calculated molecular
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Yoosef-Ghodsi, Ozkan, and Bandstra. PR-244-114501-R01 Review of Compressive Strain Capacity Assessment Methods Final Report. Pipeline Research Council International, Inc. (PRCI), 2013. http://dx.doi.org/10.55274/r0010402.

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Buried pipelines subjected to non-continuous ground movement such as frost heave, thaw settlement, slope instability and seismic movement experience high compressive strains that can cause local buckling (or wrinkling), in which the pipe wall buckles like a thin cylindrical shell in axial compression. In a strain-based design and assessment framework, excessive local buckling deformation that may cause loss of serviceability, or even pressure containment in some cases, is managed by limiting the strain demand below the strain limit. The determination of compressive strain limit is typically pe
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Nguyen, P. M. Sodium loop framework structural analysis. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/96909.

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Western, J. D-Zero Cryobridge Structural Analysis. Office of Scientific and Technical Information (OSTI), 1990. http://dx.doi.org/10.2172/1031853.

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Catherine, Sylvain, Mehran Ebrahimian, David Sraer, and David Thesmar. Robustness Checks in Structural Analysis. National Bureau of Economic Research, 2022. http://dx.doi.org/10.3386/w30443.

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