Auswahl der wissenschaftlichen Literatur zum Thema „Immersed structures“
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Zeitschriftenartikel zum Thema "Immersed structures"
Iguchi, T., T. Sugaya und Y. Kawano. „Silicon-immersed terahertz plasmonic structures“. Applied Physics Letters 110, Nr. 15 (10.04.2017): 151105. http://dx.doi.org/10.1063/1.4980018.
Der volle Inhalt der QuelleGriffith, Boyce E., und Neelesh A. Patankar. „Immersed Methods for Fluid–Structure Interaction“. Annual Review of Fluid Mechanics 52, Nr. 1 (05.01.2020): 421–48. http://dx.doi.org/10.1146/annurev-fluid-010719-060228.
Der volle Inhalt der QuelleStrychalski, Wanda, und Robert D. Guy. „Viscoelastic Immersed Boundary Methods for Zero Reynolds Number Flow“. Communications in Computational Physics 12, Nr. 2 (August 2012): 462–78. http://dx.doi.org/10.4208/cicp.050211.090811s.
Der volle Inhalt der QuelleJu, Liehong, Peng Li und Ji hau Yang. „EXPERIMENTAL RESEARCH ON COEFFICIENT OF WAVE TRANSMISSION THROUGH IMMERSED VERTICAL BARRIER OF OPEN-TYPE BREAKWATER“. Coastal Engineering Proceedings 1, Nr. 32 (29.01.2011): 55. http://dx.doi.org/10.9753/icce.v32.structures.55.
Der volle Inhalt der QuelleCao, Shuai, Chun Hua Xu, Ya Bo Huang, Min Liu, Zi Hao Guo, Bo Wen Cheng, Hai Yang Duan, Lin Ge Han, Ya Nan Fan und Yu Fei You. „Wetting Property of Cu-Doped ZnO with Micro-/Nano-Structures“. Advanced Materials Research 960-961 (Juni 2014): 61–64. http://dx.doi.org/10.4028/www.scientific.net/amr.960-961.61.
Der volle Inhalt der QuelleClark, Joseph A., Paul M. Honke und J. Michael Ellis. „Holographic measurement of power flow in large immersed structures“. Journal of the Acoustical Society of America 89, Nr. 4B (April 1991): 1977. http://dx.doi.org/10.1121/1.2029748.
Der volle Inhalt der QuelleBoilevin-Kayl, Ludovic, Miguel A. Fernández und Jean-Frédéric Gerbeau. „Numerical methods for immersed FSI with thin-walled structures“. Computers & Fluids 179 (Januar 2019): 744–63. http://dx.doi.org/10.1016/j.compfluid.2018.05.024.
Der volle Inhalt der QuelleBinder, G. „Research on protective coating systems for immersed steel structures“. Materials and Corrosion 52, Nr. 4 (April 2001): 261–67. http://dx.doi.org/10.1002/1521-4176(200104)52:4<261::aid-maco261>3.0.co;2-3.
Der volle Inhalt der QuelleMEGE, Romain. „ICONE19-43307 Analytical solutions for the study of immersed unanchored structures under seismic loading“. Proceedings of the International Conference on Nuclear Engineering (ICONE) 2011.19 (2011): _ICONE1943. http://dx.doi.org/10.1299/jsmeicone.2011.19._icone1943_137.
Der volle Inhalt der QuelleUhlig, Manuel R., Simone Benaglia, Ravindra Thakkar, Jeffrey Comer und Ricardo Garcia. „Atomically resolved interfacial water structures on crystalline hydrophilic and hydrophobic surfaces“. Nanoscale 13, Nr. 10 (2021): 5275–83. http://dx.doi.org/10.1039/d1nr00351h.
Der volle Inhalt der QuelleDissertationen zum Thema "Immersed structures"
O'Connor, Joseph. „Fluid-structure interactions of wall-mounted flexible slender structures“. Thesis, University of Manchester, 2018. https://www.research.manchester.ac.uk/portal/en/theses/fluidstructure-interactions-of-wallmounted-flexible-slender-structures(1dab2986-b78f-4ff9-9b2e-5d2181cfa009).html.
Der volle Inhalt der QuelleCorti, Daniele Carlo. „Numerical methods for immersed fluid-structure interaction with enhanced interfacial mass conservation“. Electronic Thesis or Diss., Sorbonne université, 2024. http://www.theses.fr/2024SORUS176.
Der volle Inhalt der QuelleThe present thesis is dedicated to the modeling, numerical analysis, and simu- lation of fluid-structure interaction problems involving thin-walled structures immersed in incompressible viscous fluid. The underlying motivation behind this work is the simulation of the fluid-structure interaction phenomena involved in cardiac valves. From a methodological standpoint, special focus is placed on unfitted mesh methods that guarantee accuracy without compromising computational complexity. An essential aspect is ensuring mass conservation across the fluid-structure interface. An extension of the unfitted mesh Nitsche-XFEM method reported in Alauzet et al. (2016) to three dimensions is first pro- posed, addressing both fully and partially intersected fluid domains. To achieve this, a robust general tessellation algorithm has been developed without relying on black-box mesh generators. Additionally, a novel approach for enforcing continuity in partially intersected domains is introduced. However, in situations involving contact phenomena with multiple interfaces, the computational implementation becomes exceedingly complex, particularly in 3D. Subsequently, an innovative low-order fictitious domain method is introduced, which mitigates inherent mass conservation issues arising from continuous pressure approximation by incorporating a single velocity constraint. A comprehensive a priori error analysis for a Stokes problem with a Dirichlet constraint on an immersed interface is provided. Finally, this fictitious domain approach is formulated within a fluid-structure interaction framework with general thin-walled solids and successfully applied to simulate the dynamics of the aortic valve
Kara, Mustafa Can. „Fluid-structure interaction (FSI) of flow past elastically supported rigid structures“. Diss., Georgia Institute of Technology, 2013. http://hdl.handle.net/1853/51931.
Der volle Inhalt der QuelleLeone, Giada <1995>. „The production of dative structures in Italian English-immersed late bilinguals: a comparative study on Language Attrition“. Master's Degree Thesis, Università Ca' Foscari Venezia, 2022. http://hdl.handle.net/10579/22026.
Der volle Inhalt der QuellePepona, Marianna. „Modèle de frontières immergées pour la simulation d'écoulements de fluide en interaction avec des structures poreuses“. Thesis, Aix-Marseille, 2016. http://www.theses.fr/2016AIXM4349/document.
Der volle Inhalt der QuelleA wide spectrum of engineering problems is concerned with fluid flows in interaction with porous structures, ranging from small length-scale problems to large ones. These structures, often of complex geometry, may move/deform in response to the forces exerted by the surrounding flow. Despite the advancements in computational fluid dynamics, the numerical simulation of such configurations - a valuable tool for the study of the flow physics involved - remains a challenging task.The aim of the present work is to propose a numerical model for the macroscopic simulation of fluid flows interacting with moving porous media of complex geometry, that is easy to implement and can be used in a range of applications. To achieve this, the Lattice Boltzmann method is employed for solving the flow in porous media at the representative elementary volume scale. For the implementation of the desired body motion, the concept of the Immersed Boundary method is adopted. In this context, a novel model is proposed for dealing with moving volumetric porous media, whose resistance to the surrounding flow obeys the Brinkman-Forchheimer-extended Darcy law. The algorithm is initially tested for flow past a static cylinder. The simplicity of this academic test case allows us to assess in detail the accuracy of the proposed method. The model is later used to simulate fluid flows around and through moving porous bodies, both in a confined geometry and in open space. We are able to demonstrate the Galilean invariance of the macroscopic volume-averaged flow governing equations. Excellent agreement with reference results is obtained in all cases
Nasar, Abouzied. „Eulerian and Lagrangian smoothed particle hydrodynamics as models for the interaction of fluids and flexible structures in biomedical flows“. Thesis, University of Manchester, 2016. https://www.research.manchester.ac.uk/portal/en/theses/eulerian-and-lagrangian-smoothed-particle-hydrodynamics-as-models-for-the-interaction-of-fluids-and-flexible-structures-in-biomedical-flows(507cd0db-0116-4258-81f2-8d242e8984fa).html.
Der volle Inhalt der QuelleSidibé, Yaya Yannick. „Aide à la décision pour la détection et l’analyse des défauts de surface dans les structures immergées“. Thesis, Le Havre, 2015. http://www.theses.fr/2015LEHA0006/document.
Der volle Inhalt der QuelleThis study concerns the damages detection and diagnosis for immersed structure. The structures are metallic plates. The proposed method focuses on the analysis of ultrasonic acoustic measurements obtained by submarine echography. It combines signal processing tools and Gaussian neural networks for classification purpose. Methods with and without reference models are proposed. The usual detection technics with contact are not applicable for the considered systems like stream turbines. This research consists to use a single and a single transducer under different incidence angles opposed to others technics using numerous sensors and their accurate location. The present research use Lamb wave according to their sensibility to the structural damages. The different stages are the following : - 1. Experimental setup for Lamb wave generation and acquisition. - 2. Study of the Lamb wave processing on immersed structures, in particular in metallic plate immersed in water. - 3 .Signal characterization for different types of damages. - 4. Estimation of the angle and lift-off distance
Benyo, Krisztian. „Analyse mathématique de l’interaction d’un fluide non-visqueux avec des structures immergées“. Thesis, Bordeaux, 2018. http://www.theses.fr/2018BORD0156/document.
Der volle Inhalt der QuelleThis PhD thesis concerns the mathematical analysis of the interaction of an inviscid fluid with immersed structures. More precisely it revolves around two main problems: one of them is the asymptotic analysis of an infinitesimal immersed particle, the other one being the interaction of water waves with a submerged solid object. Concerning the first problem, we studied a system of second order non-linear ODEs, serving as a toy model for the motion of a rigid body immersed in a two-dimensional perfect fluid. The unknowns of the model describe the position of the object, that is the position of its center of mass and the angle of rotation; the equations arise from Newton’s second law with the consideration of a Kutta-Joukowski type lift force. It concerns the detailed analysis of the dynamic of this system when the solid inertia tends to 0. For the evolution of the position of the solid’s center of mass, the study highlights similarities with the motion of a charged particle in an electromagnetic field and the wellknown “guiding center approximation”; it turns out that the motion of the corresponding guiding center is given by a point-vortex equation. As for the angular equation, its evolution is given by a slowly-in-time modulated non-linear pendulum equation. Based on the initial values of the system one can distinguish qualitatively different regimes: for small angular velocities, by the Poincaré-Lindstedt method one observes a modulation in the fast time-scale oscillatory terms, for larger angular velocities however erratic rotational motion is observed, a consequence of Melnikov’s observations on the presence of a homoclinic tangle. About the other problem, the Cauchy problem for the water waves equations is considered in a fluid domain which has a free surface on the upper vertical limit and a flat bottom on which a solid object moves horizontally, its motion determined by the pressure forces exerted by the fluid. Two shallow water asymptotic regimes are detailed, well-posedness results are obtained for both the Saint-Venant and the Boussinesq system coupled with Newton’s equation characterizing the solid motion. Using the particular structure of the coupling terms one is able to go beyond the standard scale for the existence time of solutions to the Boussinesq system with a moving bottom. An extended numerical study has also been carried out for the latter system. A high order finite difference scheme is developed, extending the convergence ratio of previous, staggered grid based models. The discretized solid mechanics are adapted to represent important features of the original model, such as the dissipation due to the friction term. We observed qualitative differences for the transformation of a passing wave over a moving solid object as compared to an immobile one. The movement of the solid not only influences wave attenuation but it affects the shoaling process as well as the wave breaking. The importance of the coefficient of friction is also highlighted, influencing qualitative and quantitative properties of the coupled system. Furthermore, we showed the hydrodynamic damping effects of the waves on the solid motion, reminiscent of the so-called dead water phenomenon
Boilevin-Kayl, Ludovic. „Modeling and numerical simulation of implantable cardiovascular devices“. Thesis, Sorbonne université, 2019. http://www.theses.fr/2019SORUS039.
Der volle Inhalt der QuelleThis thesis, taking place in the context of the Mivana project, is devoted to the modeling and to the numerical simulation of implantable cardiovascular devices. This project is led by the start-up companies Kephalios and Epygon, conceptors of minimally invasive surgical solutions for the treatment of mitral regurgitation. The design and the simulation of such devices call for efficient and accurate numerical methods able to correctly compute cardiac hemodynamics. This is the main purpose of this thesis. In the first part, we describe the cardiovascular system and the cardiac valves before presenting some standard material for the mathematical modeling of cardiac hemodynamics. Based on the degree of complexity adopted for the modeling of the valve leaflets, two approaches are identified: the resistive immersed surfaces model and the complete fluidstructure interaction model. In the second part, we investigate the first approach which consists in combining a reduced modeling of the valves dynamics with a kinematic uncoupling of cardiac hemodynamics and electromechanics. We enhance it with external physiological data for the correct simulation of isovolumetric phases, cornerstones of the heartbeat, resulting in a relatively accurate model which avoids the complexity of fully coupled problems. Then, a series of numerical tests on 3D physiological geometries, involving mitral regurgitation and several configurations of immersed valves, illustrates the performance of the proposed model. In the third and final part, complete fluid-structure interaction models are considered. This type of modeling is necessary when investigating more complex problems where the previous approach is no longer satisfactory, such as mitral valve prolapse or the closing of a mechanical valve. From the numerical point of view, the development of accurate and efficient methods is mandatory to be able to compute such physiological cases. We then consider a complete numerical study in which several unfitted meshes methods are compared. Next, we present a new explicit coupling scheme in the context of the fictitious domain method for which the unconditional stability in the energy norm is proved. Several 2D numerical examples are provided to illustrate the properties and the performance of this scheme. Last, this method is finally used for 2D and 3D numerical simulation of implantable cardiovascular devices in a complete fluid-structure interaction framework
Yang, Liang. „An immersed computational framework for multiphase fluid-structure interaction“. Thesis, Swansea University, 2015. https://cronfa.swan.ac.uk/Record/cronfa42413.
Der volle Inhalt der QuelleBücher zum Thema "Immersed structures"
Gustafson, Curt. Modified abrasive blast/chemical stabilizer admixtures for deleading immersed steel structures coated with lead-based paint. [Champaign, IL]: US Army Corps of Engineers, Construction Engineering Research Laboratories, 1997.
Den vollen Inhalt der Quelle findenRainey, R. C. T. Breaking Wave Loads on Immersed Members of Offshore Structures. Stationery Office Books, 1991.
Den vollen Inhalt der Quelle findenImmersed Tunnels. CRC Press, 2013.
Den vollen Inhalt der Quelle findenLunniss, Richard, und Jonathan Baber. Immersed Tunnels. Taylor & Francis Group, 2013.
Den vollen Inhalt der Quelle findenLunniss, Richard. Immersed Tunnels. Taylor & Francis Group, 2013.
Den vollen Inhalt der Quelle findenLunniss, Richard, und Jonathan Baber. Immersed Tunnels. Taylor & Francis Group, 2013.
Den vollen Inhalt der Quelle findenLunniss, Richard, und Jonathan Baber. Immersed Tunnels. Taylor & Francis Group, 2017.
Den vollen Inhalt der Quelle findenLunniss, Richard, und Jonathan Baber. Immersed Tunnels. Taylor & Francis Group, 2013.
Den vollen Inhalt der Quelle findenLunniss, Richard, und Jonathan Baber. Immersed Tunnels. Taylor & Francis Group, 2013.
Den vollen Inhalt der Quelle findenNetter, Louis. Reportage Drawing. Bloomsbury Publishing Plc, 2023. http://dx.doi.org/10.5040/9781350253124.
Der volle Inhalt der QuelleBuchteile zum Thema "Immersed structures"
Cui, Zhen-Dong, Zhong-Liang Zhang, Li Yuan, Zhi-Xiang Zhan und Wan-Kai Zhang. „Design of Immersed Tube Structures“. In Design of Underground Structures, 553–92. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-7732-7_13.
Der volle Inhalt der QuelleXu, Guoping, Qingfei Huang, Shenyou Song, Hai Ji, Bin Deng und Tian Song. „Research on Mechanical Properties of Steel Shell Concrete Immersed Tube Shear Connectors“. In Advances in Frontier Research on Engineering Structures, 295–312. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-19-8657-4_27.
Der volle Inhalt der QuellePistone, Elisabetta, Piervincenzo Rizzo und Paul Werntges. „Bulk Waves for the Nondestructive Inspection of Immersed Structures“. In Experimental and Applied Mechanics, Volume 6, 643–49. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4614-0222-0_76.
Der volle Inhalt der QuelleHuang, Dongqing, Yongfang Shen, Zhuo Cheng und Zhaowei Wang. „Technology research and application of immersed tunnel underwater detection“. In Advances in Frontier Research on Engineering Structures Volume 1, 682–89. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003336631-101.
Der volle Inhalt der QuelleRoy, Priyanka, Subhasish Das, Anupama Dey und Rajib Das. „Analytical Study of Scour Mechanism Around Immersed Rectangular Vane Structures“. In Lecture Notes in Civil Engineering, 703–17. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-4629-4_49.
Der volle Inhalt der QuelleLi, Bangxu, und Yatong Chen. „Research on isometric model test of sand foundation of immersed tunnel“. In Advances in Frontier Research on Engineering Structures Volume 1, 690–97. London: CRC Press, 2023. http://dx.doi.org/10.1201/9781003336631-102.
Der volle Inhalt der QuelleBoyd-Weetman, B., P. Thomas, P. DeSilva und V. Sirivivatnanon. „Accelerated Mortar Bar Test to Assess the Effect of Alkali Concentration on the Alkali–Silica Reaction“. In Lecture Notes in Civil Engineering, 233–39. Singapore: Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-3330-3_24.
Der volle Inhalt der QuelleZeroug, Smaine, und Leopold B. Felsen. „Non-Specular Reflection of Bounded Beams From Multilayer Fluid-Immersed Elastic Structures: Complex Ray Method Revisited“. In Review of Progress in Quantitative Nondestructive Evaluation, 129–36. Boston, MA: Springer US, 1992. http://dx.doi.org/10.1007/978-1-4615-3344-3_16.
Der volle Inhalt der QuelleYücel, Hazel, Barış Erbaş, Nihal Ege und Julius Kaplunov. „The Lowest Eigenfrequencies of an Immersed Thin Elastic Cylindrical Shell“. In Advanced Structured Materials, 559–71. Cham: Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-43210-1_31.
Der volle Inhalt der QuelleVerhoosel, Clemens V., E. Harald van Brummelen, Sai C. Divi und Frits de Prenter. „Scan-Based Immersed Isogeometric Flow Analysis“. In Frontiers in Computational Fluid-Structure Interaction and Flow Simulation, 477–512. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-36942-1_14.
Der volle Inhalt der QuelleKonferenzberichte zum Thema "Immersed structures"
Aono, Toshio, Koushi Sumida, Ryuichi Fujiwara, Akiyuki Ukai, Kazuhiro Yamamura und Yukio Nakaya. „Rapid Stabilization of the Immersed Tunnel Element“. In Coastal Structures 2003. Reston, VA: American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40733(147)33.
Der volle Inhalt der QuelleReichel, Erwin K., und Bernhard Jakoby. „Acoustic streaming driven by immersed resonator structures“. In 2015 IEEE Sensors. IEEE, 2015. http://dx.doi.org/10.1109/icsens.2015.7370390.
Der volle Inhalt der QuelleTravasarou, Thaleia, Jacob Chacko, Weiyu Chen und Alfredo Fernandez. „Assessment of Liquefaction-Induced Hazards for Immersed Structures“. In Offshore Technology Conference. Offshore Technology Conference, 2012. http://dx.doi.org/10.4043/23409-ms.
Der volle Inhalt der QuellePistone, Elisabetta, Abdollah Bagheri, Kaiyuan Li und Piervincenzo Rizzo. „Signal processing for the inspection of immersed structures“. In SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, herausgegeben von Tribikram Kundu. SPIE, 2013. http://dx.doi.org/10.1117/12.2008894.
Der volle Inhalt der Quellede Rosa, Donato, Francesco Capizzano und Davide Cinquegrana. „Multi-step Ice Accretion by Immersed Boundaries“. In International Conference on Icing of Aircraft, Engines, and Structures. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2023. http://dx.doi.org/10.4271/2023-01-1484.
Der volle Inhalt der QuelleRodrigues, Eduardo. „Nonlinear Modeling of the Typical Section Immersed in Subsonic Flow“. In 44th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2003. http://dx.doi.org/10.2514/6.2003-1735.
Der volle Inhalt der QuelleBaque, F., K. Paumel, G. Corneloup, M. A. Ploix und J. M. Augem. „Non destructive examination of immersed structures within liquid sodium“. In 2011 2nd International Conference on Advancements in Nuclear Instrumentation, Measurement Methods and their Applications (ANIMMA). IEEE, 2011. http://dx.doi.org/10.1109/animma.2011.6172879.
Der volle Inhalt der QuelleBorza, Dan, Abderahman Makloufi und Abdelkhalak El Hami. „Holographic vibration measurement and numerical modelling of immersed structures“. In Speckle06: Speckles, From Grains to Flowers, herausgegeben von Pierre Slangen und Christine Cerruti. SPIE, 2006. http://dx.doi.org/10.1117/12.695488.
Der volle Inhalt der QuelleQin, Zhanming, Liviu Librescu, Davresh Hasanyan und Damodar Ambur. „Circular Cylindrical Shells Immersed in a Magnetic Field: Modeling and Dynamic Behavior“. In 44th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2003. http://dx.doi.org/10.2514/6.2003-1690.
Der volle Inhalt der QuelleBhatia, Manav. „h-Adaptive Immersed-Boundary Topology Optimization of Nonlinear Thermoelastic Structures“. In AIAA Scitech 2021 Forum. Reston, Virginia: American Institute of Aeronautics and Astronautics, 2021. http://dx.doi.org/10.2514/6.2021-1891.
Der volle Inhalt der QuelleBerichte der Organisationen zum Thema "Immersed structures"
Guo, Yu-Tao, Jian-Sheng Fan und Jian-Guo Nie. THE NEW TREND OF COMPARTMENT STEEL-CONCRETE-STEEL COMPOSITE STRUCTURES IN IMMERSED TUNNELS. The Hong Kong Institute of Steel Construction, Dezember 2018. http://dx.doi.org/10.18057/icass2018.p.100.
Der volle Inhalt der QuelleGustafson, Curt, und Vincent F. Hock. Modified Abrasive Blast/Chemical Stabilizer Admixtures for Deleading Immersed Steel Structures Coated With Lead-Based Paint. Fort Belvoir, VA: Defense Technical Information Center, November 1997. http://dx.doi.org/10.21236/ada333765.
Der volle Inhalt der QuelleChen, Weile, Shenyou Song, Wenliang Jin, Yuqing Liu und Yongxuan Li. LATERAL STATIC ANALYSIS ON STEEL-CONCRETE-STEEL COMPOSITE STRUCTURE IN IMMERSED TUNNEL OF SHENZHEN-ZHONGSHAN LINK. The Hong Kong Institute of Steel Construction, Dezember 2018. http://dx.doi.org/10.18057/icass2018.p.088.
Der volle Inhalt der QuelleEXPERIMENTAL INVESTIGATION ON THE STRUCTURAL BEHAVIOR OF CORRODED SELF-DRILLING SCREW CONNECTIONS IN COLD-FORMED STEEL STRUCTURES. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.229.
Der volle Inhalt der QuelleEXPERIMENTAL STUDY ON WELDING RESIDUAL STRESS OF TWO-WAY STIFFENED STEEL PLATES. The Hong Kong Institute of Steel Construction, August 2022. http://dx.doi.org/10.18057/icass2020.p.531.
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