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Dissertations / Theses on the topic 'RCC FRAME'

Author: Grafiati

Published: 11 September 2023

Last updated: 25 July 2025

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1

Steele, John Phillip. "Composite RCS frame systems: construction and peformance." Thesis, Texas A&M University, 2003. http://hdl.handle.net/1969.1/181.

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The objective of this research program is to further evaluate the performance and constructability of reinforced concrete (RC) column-steel beam-slab systems (RCS) for use in low- to mid-rise space frame buildings located in regions of high wind loads and/or moderate seismicity. To better understand these systems, two full scale RCS cruciform specimens were tested under bidirectional quasi-static reversed cyclic loading. The experimental portion of this research program included the construction and testing of two full-scale cruciform specimens with identical overall dimensions but with differ

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2

Ronchini, Michele. "A comparative analysis of seismic design strategies for R.C. frame structures." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2015. http://amslaurea.unibo.it/8549/.

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Negli ultimi anni sono state sviluppate varie soluzioni tecniche per la progettazione sismica di strutture. Questa ricerca sviluppa un metodo di confronto basato sull'analisi di costi di costruzione e danni causati dal sisma. Il metodo viene applicato al caso di studio della scuola di Bisignano (CO, Italia). L'edificio è stato progettato conformemente alle NTC 2008 con approccio tradizionale e combinando il contributo di dissipatori viscosi e dissipazione isteretica. Le strutture vengono poi analizzate sotto diverse condizioni sismiche al fine di calcolare i costi di riparazione attesi e compr

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3

Cornelio, Tony Justin. "Effect of infill panels on the seismic response of a typical R.C. frame." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2011. http://amslaurea.unibo.it/2868/.

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Three structural typologies has been evaluated based on the nonlinear dynamic analysis (i.e. Newmark's methods for MDFs: average acceleration method with Modified Newton-Raphson iteration). Those structural typologies differ each other only for the infills presence and placement. In particular, with the term BARE FRAME: the model of the structure has two identical frames, arranged in parallel. This model constitutes the base for the generation of the other two typologies, through the addition of non-bearing walls. Whereas with the term INFILLED FRAME: the model is achieved by adding twelve

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4

Tarassu, Jonas. "GPU-Accelerated Frame Pre-Processing for Use in Low Latency Computer Vision Applications." Thesis, Linköpings universitet, Informationskodning, 2017. http://urn.kb.se/resolve?urn=urn:nbn:se:liu:diva-142019.

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The attention for low latency computer vision and video processing applications are growing for every year, not least the VR and AR applications. In this thesis the Contrast Limited Adaptive Histogram Equalization (CLAHE) and Radial Dis- tortion algorithms are implemented using both CUDA and OpenCL to determine whether these type of algorithms are suitable for implementations aimed to run at GPUs when low latency is of utmost importance. The result is an implemen- tation of the block versions of the CLAHE algorithm which utilizes the built in interpolation hardware that resides on the GPU to r

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5

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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6

Kyakula, Michael. "An improved spread plasticity model for inelastic analysis of R.C. frames subject to seismic loading." Thesis, University of Newcastle Upon Tyne, 2004. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.399361.

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7

Priori, Fábio Rodrigues. "Análise dos métodos A3, FRAM e RCA aplicados para a solução de problemas em ambiente hospitalar." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2017. http://hdl.handle.net/10183/173156.

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A solução de problemas é parte fundamental da manutenção da qualidade e da melhoria contínua. Ao longo dos anos diversos métodos foram desenvolvidos para solucionar problemas, todavia nem todos os métodos são aplicáveis em todos os problemas ou adequados para todos os setores. Caracterizado pelo ambiente em constante mudança, o setor hospitalar possui problemas complexos, cuja solução necessita de uma abordagem adequada e robusta. Dessa forma, o presente trabalho objetiva avaliar o desempenho de três métodos normalmente utilizados para solução de problemas: A3, RCA e FRAM, quando aplicados em

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8

Stramondo, Paola Roberta. "Formulazione di un metodo di progetto per l'adeguamento sismico di telai in C.A. mediante controventi ad instabilità impedita." Doctoral thesis, Università di Catania, 2016. http://hdl.handle.net/10761/4061.

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Molti degli edifici in c.a. esistenti sono stati progettati in passato per soli carichi verticali o per modeste azioni sismiche e necessitano di un intervento di adeguamento sismico per rispondere ai requisiti prestazionali previsti dalle normative attuali. Nella presente Tesi di Dottorato è proposto e validato un metodo basato sugli spostamenti per l adeguamento sismico di tali strutture mediante l impiego di controventi a instabilità impedita (BRBs, Buckling-Restrained Braces), la cui idea di base è stata recentemente presentata per il progetto di telai in acciaio con BRBs (Bosco e Marino, 2

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9

Herrmann, Fernando Luís. "IMPLEMENTAÇÃO DE ARQUITETURAS DE PILHA UDP/IP EM HARDWARE RECONFIGURÁVEL BASEADO NO DESEMPENHO DE VAZÃO, LATÊNCIA E TAXA DE PERDA DE QUADROS." Universidade Federal de Santa Maria, 2010. http://repositorio.ufsm.br/handle/1/5355.

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Conselho Nacional de Desenvolvimento Científico e Tecnológico<br>This work presents the implementation of three architectures of UDP/IP network stack in reconfigurable hardware. Also, presents the development of a Tester based on the RFC 2544 methodology and implemented it in FPGA. This Tester was used to obtain the throughput, latency and frame loss rate results. The performance of the project shows, in average, throughput results 89% better in comparison with a network stack implemented in software (PC) and running over a general purpose microprocessor, for frames with 64 bytes. Regarding la

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10

SPERANZA, ELISA. "The Importance of Calibration and Modelling Non-Structural Elements in the Evaluation of Seismic Vulnerability Index of Strategic Buildings Before and After Retrofitting." Doctoral thesis, Università Politecnica delle Marche, 2020. http://hdl.handle.net/11566/274486.

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Questa tesi si propone di indagare sulla modellazione degli elementi non strutturali relativi alle pareti di tamponamento interne ed esterne, cercando di quantificare la differenza indotta dalle diverse strategie di modellazione sul valore dell'indice di vulnerabilità sismica con riferimento a edifici strategici. A tale scopo vengono analizzati due casi studio: il liceo Benedetto Croce di Avezzano e il liceo Varano di Camerino, entrambi edifici a telaio in c.a. oggetto di adeguamento sismico tramite torri dissipative esterne dotate di dissipatori viscosi alla base. Per entrambi i casi di studi

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11

CHOUDHURY, LALIT. "SEISMIC ANALYSIS AND DEVELOPMENT OF FRAGILTY CURVE FOR AN RCC FRAME." Thesis, 2017. http://dspace.dtu.ac.in:8080/jspui/handle/repository/15961.

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In recentzpast, severe earthquakes havezcaused substantial physical losses andzcasualties. Partszof India are inzhigh risk of facingzdevastating earthquakes. Since a majorityzof the populationzis living in earthquakezprone areas, it is probablezthat such terriblezevents may take placezagain in the nearzfuture. Moreover, it isznot easy to cope with thezsubstantial directzand indirect economiczlosses after each devastatingzearthquake for azdeveloping country likezIndia. Because in thiszcountry many reinforcedzconcrete buildings areznot designedzaccording to the currentzbuilding code, seismic beh

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12

Pandey, Rahul. "Comparative Seismic Analysis of RCC,Steel & Steel-Concrete Composite Frame." Thesis, 2014. http://ethesis.nitrkl.ac.in/5739/1/110CE0469-5.pdf.

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Steel-Concrete composite constructions are nowadays very popular owing to their advantages over conventional Concrete and Steel constructions. Concrete structures are bulky and impart more seismic weight and less deflection whereas Steel structures instruct more deflections and ductility to the structure, which is beneficial in resisting earthquake forces. Composite Construction combines the better properties of both steel and concrete along with lesser cost, speedy construction, fire protection etc. Hence the aim of the present study is to compare seismic performance of a 3D (G+7) storey RCC,

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13

AHMAD, KUNWAR KHALIQE. "EVALUTING THE PERFORMANCE LEVEL OF RCC FRAME STRUCTURE BY PERFORMANCE BASED ANALYSIS USING SAP 2000." Thesis, 2016. http://dspace.dtu.ac.in:8080/jspui/handle/repository/15517.

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In every part of the world earthquakes are very common. Geographical figures of India show that almost 54% of the land is at risk to earthquakes. A report by the World Bank & United Nations estimates that about 200 million city inhabitants in India will be exposed in few years to earthquake. Due to the earthquakes, excessive destruction of infrastructure and buildings can be caused. Increasingly, the non-linear analysis are a popular and relatively new and powerful way for seismic performance evaluation of new and existing building structures. Persistent hard work to resolve the varianc

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14

Yang, Chien-tang, and 楊傑棠. "Nonlinear Analysis of RCS In-plane Frame." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/50032184018139970975.

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碩士<br>國立高雄第一科技大學<br>營建工程所<br>91<br>The objective of this research is to theoretically investigate the nonlinear behavior of a RCS in-plane frame. Researchers in Taiwan and Unite States proposed to test full scale 3-story 3-bay RCS in-plane frame at NCREE, Taiwan in 2002. In advance, some sub-structures, including exterior cross panel with slab, T-joint panel of roof and RC column, need to be tested before the design of in-plane frame. Therefore, nonlinear analysis for sub-structure tests was first modeled by Drain-2DX program. Based on these simulations, push-over analysis of in-plane frame w

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15

Gao, Jin-Sheng, and 高金盛. "Behavior of Fire Damaged R.C. Frame Structures." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/59389383442620486758.

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16

JOSHI, KIRTI CHANDRA. "SEISMIC RESPONSE OF MULTI-STOREY SHEAR WALL FRAMED STRUCTURE WITH SOFT STORY." Thesis, 2022. http://dspace.dtu.ac.in:8080/jspui/handle/repository/19325.

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A high-rise building whose first floor is composed of open spaces is called a soft floor building. Such floors have a substantial impact on a building's seismic performance. this is awing to the floors abrupt lateral stiffness and strength fluctuations. A large earthquake can cause enormous damage or collapse of a building. Previous studies have shown that structure damage from earthquakes is the cause of large displacements. If the structure, is intended for horizontal loads, the structure will show greater deflection. Braces and shear walls are the most common lateral load-bearing systems fo

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17

Ho, Chien-Chang, and 何建璋. "Material non-linear analysis of R.C. planar frames." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/84643229685949932629.

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碩士<br>國立臺灣海洋大學<br>河海工程學系<br>93<br>The main purpose of the study is to investigate the material nonlinear analysis of RC planar framed. First of all, from the concrete attain to crushing and the strains and stresses of materials of steel yield to examine the effects of the moment, axial force, curvature and centroid-strain of RC rectangular section. Second, establish the relation between the RC simple beam-column and beam-column element and the stiffness matrix of beam-column element. Finally, to provide the analysis of non-linear equation to discuss the material nonlinear analysis of RC planar

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18

Li, Michael, and 李濠吉. "Enhancement of Existing R.C. Frame-By Adding BIB and Adding Steel Shear Wall." Thesis, 2000. http://ndltd.ncl.edu.tw/handle/84127156729972264105.

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碩士<br>國立臺灣科技大學<br>營建工程系<br>88<br>In this paper, we decided to retrofit exiting R.C. frames by adding BIB and adding steel shear wall. Five specimens were tested to ultimate state under cyclic loading to investigate their characteristics of the ductility, strength, and stiffness. The conclusions of experiment show that: (1) it is the effective method for retrofitting that the ability of the ductility, strength, and stiffness of R.C. frame is increased by retrofitting. (2) It is the convenient method that would have less change to the original frame and less interference with people.

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19

Lay, Chung Wu, and 賴宗吾. "Aseismic Response Analysis for R.C. Frames Infilled with Shear Wall." Thesis, 1993. http://ndltd.ncl.edu.tw/handle/50929972403102138224.

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碩士<br>國立成功大學<br>建築研究所<br>81<br>The purpose of this study is to investigate the earthquake- resistant behavior of high-rise R.C. frame infilled with shear wall. The influence of parameters such as numbers of span, shear wall system , earthquake type , and peak value of ground acceleration are also investigated. In this study, first, we adopt " SIMQKE " program to generate the synthetic accelerogroms of Outer-Taipei-Basin area and Hualien area, then we develope a computer

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20

賴紋淇. "Experiment and Analysis of a Full Scale 3-Story 3-Bay RCS Composite Frame." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/81503122754586147574.

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21

Liang, Y. K., and 梁益桄. "Analysis of Dynamic Characteristics of R.C. Frames Infilled with Brick Walls." Thesis, 1995. http://ndltd.ncl.edu.tw/handle/99501603748902953702.

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碩士<br>國立成功大學<br>建築研究所<br>83<br>This thesis investigates the changes of dynamic characteristics （natural frequency,damping ratio and mode shapes ）of 4m × 3.2m R.C.frames infilled with brick walls,with five different kinds of opening , under monotonic and reversed cyclic ultimate horizontal loadings . Numerical and experimental methods are used to analyze the frames.Firstly, the frame is treated as a SDOF system and its natural frequency is analyzed. Secondly, SAP90 program is used to

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22

Chen, PeiChing, and 陳沛清. "A Study of RC Column-to-Foundation and Steel Beam-to-RC Column Joints for An RCS Frame Specimen." Thesis, 2002. http://ndltd.ncl.edu.tw/handle/45140523250624627974.

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碩士<br>國立臺灣大學<br>土木工程學研究所<br>90<br>A joint research effort among US, Japan and Taiwanese researchers on large scale frame testing of steel and concrete composite structures has been launched in 2001. It is the consensus that a 2-D full-scale three-story three-bay RCS moment resisting frame be constructed and tested in the NCREE to accelerate the world-wide implementation of RCS structural systems in real application. In this research, cyclic tests were conducted on the roof beam-to-RC column and the RC column to foundation subassemblage specimens. In this research, a total of six spe

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23

MENGISTIE, BERHANU MELKAMU. "ASSESSMENT OF R.C. FRAMED BUILDINGS WITH SOIL STRUCTURE INTERACTION: AS PER ETHIOPIAN AND INDIAN SEISMIC CODE." Thesis, 2020. http://dspace.dtu.ac.in:8080/jspui/handle/repository/18029.

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The dynamic soil-structure interaction effects for RC framed buildings with or without shear wall on raft foundation is evaluated by explicit consideration of structural nonlinearity and soilstructure interaction as per Indian and Ethiopian seismic codes. In the current study, the finite element model (Elastic continuum approach) employed for soil-foundation-structure model. Hence, four and eight number of stories with or without shear wall on raft foundation found on rock, dense, stiff and soft soils are designed and modeled using SAP 2000 v 21. The building studied with or without incor

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24

XIE, GU0-REN, and 謝國仁. "The rigorous inelastic analysis for R.C. medium and low-rise framed building and comparison with the shear-model." Thesis, 1986. http://ndltd.ncl.edu.tw/handle/64722304580680728231.

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