Relevant bibliographies by topics / RC simplified models

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

Academic literature on the topic 'RC simplified models'

Author: Grafiati
Published: 7 June 2025
Last updated: 2 August 2025

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Journal articles on the topic "RC simplified models"

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Du, Chuang, Xi Kang Yan, and Hai Long Zhao. "The Finite Element Model Improvement on Shear Behavior of RC Frame Columns under Lateral Bevel Load." Advanced Materials Research 468-471 (February 2012): 2609–12. http://dx.doi.org/10.4028/www.scientific.net/amr.468-471.2609.

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The finite element models of biaxial shear capacity of RC frame columns are investigated.The calculation results and experimental results are compared using the different models.It is shown that different finite element models are effectively used to simulate the RC frame column. However, the simplified model may save computer time and be more convenient for the numerical simulation. Finally, the bilateral shear correlation of RC frame column is investigated using the simplified model. The results indicate that the bilateral shear correlation of the RC frame columns with different quantity of
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Wang, Xing Guo, Nan Ge, Cui Min Wang, and You Po Su. "Research on Simplified RC Frame Column Model under Blast Load." Advanced Materials Research 163-167 (December 2010): 4346–49. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.4346.

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An overall numerical model for a reinforced concrete frame was established and in parallel, a group of simplified models were established for the same structure according to the particular characteristics of the subjected load such as impact load, dynamic load and quasi-static load, to investigate their dynamic behaviors. Results show that it is reasonable to introduce the simplified models for reinforced concrete frame in analysis work.
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Caprili, Silvia, Francesca Mattei, and Walter Salvatore. "Simplified mechanical models for critical regions in RC frame systems." Engineering Structures 252 (February 2022): 113677. http://dx.doi.org/10.1016/j.engstruct.2021.113677.

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Lopez, Jesus, Bernardo Ramirez, Clayton Pettit, and Carlos Cruz-Noguez. "Performance of Simplified Damage-Based Concrete Models in Seismic Applications." American Journal of Civil Engineering 12, no. 4 (2024): 95–107. http://dx.doi.org/10.11648/j.ajce.20241204.11.

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Significant progress in the finite-element (FE) modeling at the member-level of reinforced-concrete (RC) structures under seismic excitation has been achieved in the past decades; however, reliable and accurate analysis models for full-scale 3D system-level RC structures validated with experimental data are scarce. As the development of a complete nonlinear model is expensive and time consuming, simpler models, typically elastic or lumped-plastic in nature, are employed in practice with additional provisions prescribed to account for nonlinear behavior. Depending on the assumptions made by the
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Mont, Lecocq Enric, Jordi Pascual, and Jaume Salom. "Development of physically coherent grey-box models for residential buildings using a simplified adjustment method." Energy and Buildings 328 (February 1, 2025): 115215. https://doi.org/10.1016/j.enbuild.2024.115215.

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The use of dynamic resistance–capacitance (RC) grey-box models to estimate building thermal energy demands is a well-known strategy. Nonetheless, there are no clear methodologies to generate model variations without having to re-identify the parameters that are simple, flexible, accurate and low computation demanding. This research introduces a simple methodology that combines parameter identification from white box generated data and simplified theoretical building thermal equations to create functional and reliable RC model variations from an original grey-box model. It demonstrates th
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Frappa, Giada, Igino Pitacco, Simone Baldassi, and Margherita Pauletta. "Methods to Reproduce In-Plane Deformability of Orthotropic Floors in the Finite Element Models of Buildings." Applied Sciences 13, no. 11 (2023): 6733. http://dx.doi.org/10.3390/app13116733.

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In the modelling of reinforced concrete (RC) buildings, the rigid diaphragm hypothesis to represent the in-plane behavior of floors was and still is very commonly adopted because of its simplicity and computational cheapness. However, since excessive floor in-plane deformability can cause a very different redistribution of lateral forces on vertical resisting elements, it may be necessary to consider floor deformability. This paper investigates the classical yet intriguing question of modeling orthotropic RC floor systems endowed with lightening elements by means of a uniform orthotropic slab
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Das Adhikary, Satadru, and Bing Li. "Simplified Analytical Models to Predict Low-Velocity Impact Response of RC Beams." Practice Periodical on Structural Design and Construction 23, no. 2 (2018): 04018002. http://dx.doi.org/10.1061/(asce)sc.1943-5576.0000357.

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JUNGES, E., and H. L. LA ROVERE. "Comparison between simplified and FE models for short-term deflection in continuous RC beams." Revista IBRACON de Estruturas e Materiais 10, no. 2 (2017): 415–50. http://dx.doi.org/10.1590/s1983-41952017000200007.

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Abstract In this work, a comparative study of different simplified methods and nonlinear finite element (FE) models used for calculating short-term deflections (vertical displacements of the longitudinal axis) in continuous reinforced concrete (RC) beams, under service loads, is performed. The simplified methods employed are the one proposed by Branson and the bilinear method recommended by the European Code CEB - Design Manual on Cracking and Deformations. Two finite element models are utilized: the first one with frame elements in which material nonlinearities are considered along the elemen
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Liu, Jun Xian, and Kang Hai Tan. "Three-Stage Approach for Unrestrained Simply Supported RC Slabs under Uniformly Distributed Load." Applied Mechanics and Materials 166-169 (May 2012): 845–48. http://dx.doi.org/10.4028/www.scientific.net/amm.166-169.845.

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It is known from previous experiments that the load-carrying capacity for RC slabs at large deflection is governed and enhanced by the tensile membrane action. However, due to the intrinsic complexity of concrete properties, it is hard to capture the history of the load-deflection relationship for RC slabs. After reviewing several analytical reinforced concrete models, the author develops a simplified load-displacement semi-analytical model for laterally unrestrained simply supported RC slabs. Three stages have been identified for this model, which are elastic stage, transition stage and pure
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Haggag, May, Mohamed K. Ismail, and Ahmed Elansary. "Machine-Learning-Based Analysis of Internal Forces in Reinforced Concrete Conical and Cylindrical Tanks Under Hydrostatic Pressure Considering Material Nonlinearity." Buildings 15, no. 5 (2025): 779. https://doi.org/10.3390/buildings15050779.

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Reinforced concrete (RC) tanks are essential for storing liquids and bulk materials across various industries. However, simplified analytical methods fall short in providing an accurate analysis, while traditional methods, such as finite element modeling, can be computationally intensive and time-consuming, especially when dealing with nonlinear material properties and complex geometries, like conical and cylindrical shapes. This highlights the need for a more efficient and simplified analysis approach. Accordingly, the present paper introduces a machine learning (ML) framework as an effective
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Dissertations / Theses on the topic "RC simplified models"

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Carvalho, Diogo Miguel Vieira Alves de. "Simplified analysis of RC beam and beam-column elements under blast loading." Master's thesis, 2021. http://hdl.handle.net/10362/130563.

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The present work aims to provide a non-linear numerical tool capable of analysing the structural response of reinforced concrete beam and beam-column elements when subjected to blast loads. The increasing frequency of explosion events, stemming from terrorist attacks resorting to improvised explosive devices, or from accidental misuse of hazardous substances has shined a new light on the topic of blast resistant structural design. Recently, many studies have been conducted to better understand how to improve the design of blast resistant solutions in newly constructed buildings, as wel
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Book chapters on the topic "RC simplified models"

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Silva, Marcelo A., Jasbir S. Arora, and Reyolando M. L. R. F. Brasil. "Dynamic Analysis of Pre-Cast RC Telecommunication Towers Using a Simplified Model." In Advanced Structured Materials. Springer Berlin Heidelberg, 2012. http://dx.doi.org/10.1007/978-3-642-32295-2_8.

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Ramaglia, G., G. P. Lignola, F. Fabbrocino, and A. Prota. "Validation of a Simplified Model for External Beam–Column Joints in RC Frames." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-37955-0_18.

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Gabriel Gheorghe, Alexandru, Florin Constantinescu, Miruna Nițescu, and Mihai Eugen Marin. "Circuit Models of Bioelectric Impedance." In Electrochemical Impedance Spectroscopy. IntechOpen, 2020. http://dx.doi.org/10.5772/intechopen.91004.

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Accurate information about fluid distribution in different compartments of the human body is very important in various areas of medicine like drug dosage, renal replacement therapy, nutritional support, coronary artery disease, colorectal cancer and HIV infection. The body impedance analysis method being simple, inexpensive, accurate and noninvasive is largely used to this end. Several models of the body impedance are presented in this chapter. The first is the Cole model, a linear, first-order RC circuit valid for a frequency range of two decades. Another model, developed by De Lorenzo, emplo
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Delgado, Jorge M., Antonio Abel R. Henriques, and Raimundo M. Delgado. "Structural Non-Linear Models and Simulation Techniques." In Advances in Systems Analysis, Software Engineering, and High Performance Computing. IGI Global, 2016. http://dx.doi.org/10.4018/978-1-4666-8823-0.ch018.

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Advances in computer technology allow nowadays the use of powerful computational models to describe the non-linear structural behavior of reinforced concrete (RC) structures. However their utilization for structural analysis and design is not so easy to be combined with the partial safety factors criteria presented in civil engineering international codes. Trying to minimize this type of difficulties, it is proposed a method for safety verification of RC structures based on a probabilistic approach. This method consists in the application of non-linear structural numerical models and simulatio
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Delgado, Jorge M., Antonio Abel R. Henriques, and Raimundo M. Delgado. "Structural Non-Linear Models and Simulation Techniques." In Civil and Environmental Engineering. IGI Global, 2016. http://dx.doi.org/10.4018/978-1-4666-9619-8.ch015.

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Advances in computer technology allow nowadays the use of powerful computational models to describe the non-linear structural behavior of reinforced concrete (RC) structures. However their utilization for structural analysis and design is not so easy to be combined with the partial safety factors criteria presented in civil engineering international codes. Trying to minimize this type of difficulties, it is proposed a method for safety verification of RC structures based on a probabilistic approach. This method consists in the application of non-linear structural numerical models and simulatio
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Delgado, Pedro Silva, António Arêde, Nelson Vila Pouca, and Aníbal Costa. "Numerical Modeling of RC Bridges for Seismic Risk Analysis." In Advances in Systems Analysis, Software Engineering, and High Performance Computing. IGI Global, 2016. http://dx.doi.org/10.4018/978-1-4666-8823-0.ch015.

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The main purpose of this chapter is to present numerical methodologies with different complexities in order to simulate the seismic response of bridges and then use the results for the safety assessment with one probabilistic approach. The numerical simulations are carried out using three different methodologies: (i) plastic hinge model, (ii) fiber model and (iii) damage model. Seismic response of bridges is based on a simplified plane model, with easy practical application and involving reduced calculation efforts while maintaining adequate accuracy. The evaluation of seismic vulnerability is
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Bolina, Fabrício Longhi. "Reinforced concrete beams with openings in fire." In DEVELOPMENT AND ITS APPLICATIONS IN SCIENTIFIC KNOWLEDGE. Seven Editora, 2023. http://dx.doi.org/10.56238/devopinterscie-073.

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Openings in reinforced concrete (RC) beams may be required due to building installations (electrical, water, etc.). They weaken its cross-sectional area and, in case of fire, can increase the thermal field of the structure. NBR 15200 does not consider this. The paper evaluated the influence of rectangular openings on the Fire Resistance Rating (FRR) of RC beams by the Simplified Method of NBR 15200. This method combines a non-linear thermal analysis (isotherms) with the evaluation of the flexural strength of the beams using a manual design calculation method. The thermal field was obtained by
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Conference papers on the topic "RC simplified models"

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Faisal, Shah, Muhammad Waseem, and Asghar Abbas. "A Simplified Numerical Modelling Approach for the Nonlinear Analysis of Reinforced Concrete Structures." In 14th International Civil Engineering Conference. Trans Tech Publications Ltd, 2025. https://doi.org/10.4028/p-frkz2i.

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Reinforced concrete (RC) is a widely preferred material for all types of infrastructure. A few of the main advantages of RC are its durability and economical availability but at the same time its non-homogenous behavior makes it difficult to analyze especially in the cases where non-linear behavior of the structure is to be accessed. This paper presents a simplified numerical model tailored for the nonlinear analysis of reinforced concrete structures, emphasizing enhanced efficiency and accuracy. Integrating material science insights and advanced computational techniques, our model encompasses
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Ioannou, Ioanna, David Rush, and Tiziana Rossetto. "Simplified material models for post-fire seismic performance of RC columns: Does the confinement model matter?" In 12th Asia-Oceania Symposium on Fire Science and Technology (AOSFST 2021). The University of Queensland, 2021. http://dx.doi.org/10.14264/ab591f4.

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Sagals, Genadijs, Nebojsa Orbovic, and Thambiayah Nitheanandan. "Applicability of Sub-Modelling Technique for Dynamic Analysis of Concrete Structures With Attached Equipment Under Missile Impact." In 2020 International Conference on Nuclear Engineering collocated with the ASME 2020 Power Conference. American Society of Mechanical Engineers, 2020. http://dx.doi.org/10.1115/icone2020-16523.

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Abstract This paper describes the work conducted by the Canadian Nuclear Safety Commission (CNSC) related to the numerical simulations of reinforced concrete (RC) structures under deformable missile impact. The current paper is a continuation of the work conducted in the frame of the OECD/NEA* IRIS (Improving Robustness Assessment Methodologies for Structures Impacted by Missiles) Phase 3 benchmark project. The concrete mock-up with two simple structures attached, one welded and another bolted, was built and tested at the VTT Technical Research Centre in Espoo, Finland. This mock-up was impact
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Zhurovski, Aleksandar, Borjan Petreski, and Igor Gjorgijev. "IMPROVED SEISMIC ASSESSMENT OF EXISTING RC FRAME STRUCTURES." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.58.

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The seismic performance of building structures is governed by the lateral stiffness which is provided by the geometrical and material characteristics of their structural elements and their arrangement in plan and elevation. In general, the procedure for designing the structures to withstand the code-prescribed lateral loads is quite straightforward. However, the performance of the building subjected to realistic seismic loading is also important beyond the deterministically defined safety points that ensure life-safety at fixed return periods. Building structures in North Macedonia are designe
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Grubišić, Marin. "SEISMIC RISK AND LOSS ASSESSMENT OF REINFORCED CONCRETE FRAME STRUCTURES STRENGTHENED BY THE ADDITION OF MASONRY INFILL WALLS." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.83.

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This study addresses the behaviour of bare plane RC frames and RC frames strengthened by the addition of masonry infill in combination with the connection of infill and frame elements for earthquake action. The main objective was to explore the possibilities of using infill walls in RC frames as a strengthening method, observing the in-plane cyclic responses obtained through experimental tests on specific specimens. The experimental part of the study was carried out on 10 single-bay, single-storey specimens of ductile and non-ductile RC frames strengthened with masonry infill (hollow clay bloc
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Ogunsola, Oluwaseyi T., and Li Song. "Performance Analysis of a Simplified Model of Cooling Load for a Typical Office Building." In ASME 2013 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/imece2013-64040.

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Buildings are responsible for at least 40% of energy use in most countries of the world, and for up to 21% of greenhouse gas emissions globally. As this trend continues, real-time building load measurements are essential for dynamic load response control, understanding and improvement of load distributions and profiles, and for climate-responsive design, particularly in commercial buildings. The focus in this paper is the cooling load, which is the rate at which heat must be removed from the controlled zone to maintain the desired temperature. Estimation of maximum cooling load is necessary fo
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Vidaković, Aleksandar, and Jaroslav Halvonik. "Shear resistance of clamped deck slabs assessed using design equations and FEM analysis." In The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.087.

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Reinforced concrete (RC) slabs without shear reinforcement are commonly used in the existing bridge structures. An ability of RC slabs to distribute the concentrated loads due to the wheel pressure in transverse direction is an important property for their verification. The aim of this paper is to investigate the effect of redistribution of shear forces and bending moments on the load carrying capacity of RC slabs subjected to concentrated loads. Two methods of the assessment are used: simplified analytical formulations and linear finite element analysis (LFEA). The obtained results are conseq
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Gaetani d'Aragona, Marco, Maria Polese, and Andrea Prota. "SIMPLIFIED MODEL CALIBRATION FOR DYNAMIC RESPONSE ASSESSMENT OF INFILLED RC BUILDINGS." In 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2019. http://dx.doi.org/10.7712/120119.7096.19745.

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Brasil, Reyolando M. L. R. F., Marcelo A. Silva, and Jasbir S. Arora. "DYNAMIC ANALYSIS OF PRE-CAST RC TELECOMMUNICATION TOWERS USING A SIMPLIFIED MODEL." In Conferência Brasileira de Dinâmica, Controle e Aplicações. SBMAC, 2011. http://dx.doi.org/10.5540/dincon.2011.001.1.0069.

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Roy, Nilabh, William Jou, He Feng, Jihoon Jeong, Yaguo Wang, and Michael Cullinan. "Laser Sintering of Copper Nanoparticles: A Simplified Model for Fluence Estimation and Validation." In ASME 2017 12th International Manufacturing Science and Engineering Conference collocated with the JSME/ASME 2017 6th International Conference on Materials and Processing. American Society of Mechanical Engineers, 2017. http://dx.doi.org/10.1115/msec2017-2975.

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Copper (Cu) has already replaced aluminum as the primary material for interconnect fabrication due to its superior electrical and thermal conductivity. Low resistivity of Cu decreases the RC delay which in turn increases the integrated circuit (IC) speed. Copper nanoparticle (NP) inks can also serve as a promising replacement of silver NP inks in 2D printing applications on solid and flexible substrates. This paper presents a simplified model to estimate optimum laser sintering parameters of Cu NPs. The model is validated by the experimental sintering results using nanosecond and femtosecond p
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