Дисертації з теми "RCC FRAME"
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Steele, John Phillip. "Composite RCS frame systems: construction and peformance." Thesis, Texas A&M University, 2003. http://hdl.handle.net/1969.1/181.
Повний текст джерелаRonchini, 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/.
Повний текст джерелаCornelio, 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/.
Повний текст джерелаTarassu, 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.
Повний текст джерелаNicoletti, 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.
Повний текст джерелаInfill walls are commonly disregarded in the modelling of reinforced concrete (r.c.) frame structures and only their contribution in terms of mass is taken into account assuming that resistance and stiffness do not affect the structural response. This practice is supported by the fact that (i) at ultimate limit state infill walls are usually considered to be completely damaged, so that their contribution is negligible in terms of stiffness, while (ii) at the damage limitation limit state the value of the interstorey drift, obtained by neglecting the infill walls stiffness contribution, is commonly considered to be conservative. However, for strategic buildings, such as schools, hospitals, police and fire stations, it is crucial to preserve the infill walls from any damage, even for severe earthquake, in order to guarantee the building occupancy during the emergency management. Furthermore, these buildings are sometimes seismically protected with system and devices (dampers, isolators, etc…) whose design requires the real dynamic behaviour of the structure (in terms of frequencies and/or displacements and/or velocities) to be considered. To this purpose, it becomes crucial to accurately model the entire structure, including infill walls, and to validate this model on the basis of experimental evidences. The wall typology and the construction procedures are source of uncertainties in modelling interactions between structural and non-structural components. Thus, an experimental evaluation of the stiffness properties of the wall infill panel could be very useful to assess the stiffening contribution added by the infill masonry walls to the concrete frame in the structural model adopted for the design. In this thesis is presented a procedure for developing accurate global finite element (f.e.) models of infilled r.c. frame buildings based on results of experimental an operational modal analysis of non-structural components and of the whole buildings. In particular, impact load tests with an instrumented hammer are performed on homogeneous wall panels to identify the modal parameters (frequency and mode shapes) and to estimate the mechanical properties of the masonry walls. Afterwards, the infill walls are included in the f.e. structural model, whose modal parameters are compared with those derived with operational modal analysis based on ambient vibration measurements. Furthermore, an experimental campaign on three specimens of infill masonry walls built in the Laboratory of Materials and Structures of the Faculty of Engineering at the Università Politecnica delle Marche is conducted. These specimens are built with the target to reproduce the features of some of the in situ investigated infill walls and are tested both dynamically and statically. First of all, impact load tests with an instrumented hammer are performed to investigate the out of plane dynamic behaviour of these walls; then, lateral load tests are carried out to investigate the in plane static behaviour of the panel under low level of lateral forces. The experimental results obtained are used to calibrate f.e. models of the specimens with the aim to evaluate the reliability of the masonry mechanical properties estimated through different approaches.
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.
Повний текст джерелаPriori, 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.
Повний текст джерелаProblem solving is a fundamental part for quality maintenance and continuous improvement. Through the years many methods were developed to solve problems, though these methods do not apply to every problem, or are suitable to every type of activity. Kwon for its constant changing nature, hospitals have complex problems, which need a suitable and robust approach to solve. Thus, the present study has the objective of evaluating the performance of three methods usually used for problem solving: A3, RCA and FRAM, when applied on a hospital. For this, the three methods were applied in the same process, of prescription and medication, in an academic hospital. The results were analyzed accordingly to the following criteria: the total number of improvement actions proposed, implementation difficult, replication possibility along the departments of the hospital, the time needed to apply the methods, the number of people involved, the need of training for the team and an indicator for prioritization. Besides that, the health sector workers’ perception regards the methods was analyzed. The results evidence that, in the studied context, the methods had good performance, because introduced improvements that, on average, were considered suitable for the institution.
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.
Повний текст джерелаHerrmann, 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.
Повний текст джерелаThis 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 latency, the project is 389 times lower for frames with 64 bytes and 13 times lower for frames with 1518 bytes, than the PC. On behalf of frame loss rate, the project doesn t loss frames for any frame sizes used during the tests, while the PC has presented a frame loss of almost 98% for frames with 64 bytes.
Este trabalho apresenta a implementação de três arquiteturas da pilha de comunicação UDP/IP em hardware reconfigurável. Também apresenta o desenvolvimento de um Testador baseado na metodologia da RFC 2544 e implementado em uma placa dotada de dispositivo FPGA. Esse Testador foi utilizado na obtenção dos resultados de vazão, latência e taxa de perda de quadros. O desempenho do projeto apresentou, em média, 89% a mais de vazão, para quadros de 64 bytes, que uma pilha de comunicação implementada em software (PC) e executada sobre um microprocessador de propósito geral. Em termos de latência, o projeto apresentou uma latência 389 vezes menor para quadros de 64 bytes e 13 vezes menor para quadros de 1518 bytes, que o PC. E em relação à taxa de perda de quadros, o projeto não apresentou perda para nenhum dos tamanhos de quadros utilizados durante os testes, enquanto o PC apresentou perda de quase 98% para quadros de 64 bytes.
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.
Повний текст джерелаThis thesis aims to investigate on the modelling of the non-structural elements related to internal and external infill walls, trying to quantify the difference induced by different modelling strategies on the value of the seismic vulnerability index with reference to strategic buildings. On this purpose, two case studies are analysed: the Benedetto Croce high school in Avezzano and the Varano high school in Camerino, r.c. frame buildings retrofitted with external steel towers equipped with viscous dampers at the basis. For both case studies, three models are implemented, before and after the retrofitting, which are characterized by an increasing level of detail: model A with only structural components, model B with external infill panels modelled as equivalent connecting struts according to literature, and model C with external and internal infill walls calibrated through the results of in-situ dynamic tests. As regards the pre-retrofitting phase, the calculation of the seismic vulnerability index was carried out by means of nonlinear static analysis (pushover). As for the post-retrofitting phase, the calculation of the seismic vulnerability index was carried out by means of non-linear dynamic analysis (I.D.A). The results are shown in terms of comparison between the capacity curves obtained with push over analyses (pre-retrofitting) and with incremental dynamic analyses for the different model. In addition, the outcomes are shown also in terms of intensity level of the seismic action necessary to reach a predetermined limit state for model A, model B and model C.
Pandey, Rahul. "Comparative Seismic Analysis of RCC,Steel & Steel-Concrete Composite Frame." Thesis, 2014. http://ethesis.nitrkl.ac.in/5739/1/110CE0469-5.pdf.
Повний текст джерелаCHOUDHURY, LALIT. "SEISMIC ANALYSIS AND DEVELOPMENT OF FRAGILTY CURVE FOR AN RCC FRAME." Thesis, 2017. http://dspace.dtu.ac.in:8080/jspui/handle/repository/15961.
Повний текст джерелаAHMAD, 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.
Повний текст джерелаYang, Chien-tang, and 楊傑棠. "Nonlinear Analysis of RCS In-plane Frame." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/50032184018139970975.
Повний текст джерела國立高雄第一科技大學
營建工程所
91
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 was performed and compared with pseudo dynamic test, in order to validate the strength and stiffness of the models. Finally, pseudo dynamic simulations were performed and compared with tests. Based on the comparison of experiments and theoretical analysis, it was shown that the strength and stiffness of sub-structures can be predicted reasonable by Drain-2DX, despite different parameters in panel zone for specimens. However, due to some limits in Drain-2DX, it was found that there are some difference in hysteretic loop. For the modeling of full scale frame, push-over analysis shown that stiffness of whole frame was similar to the pseudo dynamic test. However, in dynamic simulations, it was found that theoretical frame have higher stiffness and better energy dissipation abilities, this is because the slip of cover plate and bolts in beam splice and concrete deterioration were observed during tests.
Gao, Jin-Sheng, and 高金盛. "Behavior of Fire Damaged R.C. Frame Structures." Thesis, 1996. http://ndltd.ncl.edu.tw/handle/59389383442620486758.
Повний текст джерелаJOSHI, 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.
Повний текст джерелаHo, Chien-Chang, and 何建璋. "Material non-linear analysis of R.C. planar frames." Thesis, 2005. http://ndltd.ncl.edu.tw/handle/84643229685949932629.
Повний текст джерела國立臺灣海洋大學
河海工程學系
93
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 framed. This paper is to indicate the assigned axial force under the condition to adopt the limited increment as (the concrete strain’s numerical analysis for the side rectangular section under the pressure), from the cross-section balance equation to figure out the quadratic equation of the neutral axle . After knowing the neutral axle, the next part is to calculate the each resultant of forces, curvature, centroid-strain and moment to establish the relation of the section moment, curvature and centroid- strain. Moreover, it is also can figure out the relation of the joint rotation, axial deformation, and joint force by the conjugate beam method. In addition to the coefficient of the axial degrees of freedom is acquired by the difference method, the rest of coefficient of flexibility was acquired by analytical method. And it is depends on the moment, curvature, centroid-strain, rotation and axial deformation of point. The flexibility matrix can acquire the element stiffness matrix by the inversion operation, and then combine the entire element stiffness matrix to acquire the tangent stiffness matrix of overall structures. Finally, this paper provides a nonlinear numerical analysis method and it use of the nonlinear equitation of the shaft force and displacement to acquire the approximate linear equation by one-order of Taylor series. And it can help to correct the initial stage and acquired the external force of structure of increment of displacement and the corresponding end of increment of displacement. This paper is to analyze the actual examples by the numerical analysis methods to discuss the material nonlinear analysis of RC planar framed.
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.
Повний текст джерела國立臺灣科技大學
營建工程系
88
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. (3)D-F-LYP is the most effective method with the higher stiffness and ductility after retrofitting in all specimens.
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.
Повний текст джерела國立成功大學
建築研究所
81
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 program for nonlinear time-history analysis. In the computer program, the Wilson-θ integration, Takeda hysteresis rule of R.C. member are adopted. The relationship between axial force and moment- curvature also has been considered. The modification of EI and GA at each time step is assumed to be independent. According to the cases analyzed, we obtain that 1.Frame infilled with shell wall may reduce the relative floor displacement and overturn moment. However it will increase base shear. 2.The collapse mechanism of pure-frame system is different from that of super-frame system and super- column system. The ductility of pure-frame system is better than that of super- frame system and super-column system.
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.
Повний текст джерелаLiang, 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.
Повний текст джерела國立成功大學
建築研究所
83
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 analyze the natural frequency and mode shapes of the frame.Finally, by using quick-release vibration testing method ,the dynamic characteristics are found.Also studied is the application of system identification ,especially the Strain Mode Shape ( SMS ) and the Moment Mode Shape ( MMS ) . This thesis also presents the interaction of R.C. frames and brick walls. According to the data analyzed by the numerical and experimental methods,a preliminary study on the loading history compared to the ultimate horizontal loads of R.C. frames can be predicted by the measured natural frequency in small excitation.
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.
Повний текст джерела國立臺灣大學
土木工程學研究所
90
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 specimens have been fabricated and tested in order to investigate the effectiveness of three different kinds of connection details. It includes: (a) the splice location effects on the 1st floor RC column to the foundation joint (FF series specimens), (b) the axial load effects to the responses of RC column (FR series specimens), (c) the anchorage details of the roof interior RCS beam-to-column joint (R series specimens). FF series experimental results show that the performance of the one-meter high splice location is better than that on the top face of the foundation. FR series experimental results show that higher axial loads make higher column flexural strength. R series experimental results show that the proposed reinforcing anchorage end plate details can satisfactorily provide the needed anchorage for column bars. For FF and FR specimens, the analytical moment versus curvature relationships were computed. It assumes plane remains plane after bending and incorporates the low-cycle fatigue and the soften-branch model for the vertical reinforcement and the Mander’s confined concrete model. It is illustrated that the experimental cyclic cantilever column load versus displacement response skeleton curves can be accurately predicted by employing the Moment-Area Method. For R series specimens, the column end lateral displacements due to column deformations, beam deformations, panel zone bearing deformations and panel zone shear deformations can be separated by the proposed method. Good agreements with the subassemblage test results are also observed in the analytical cyclic responses simulated by using a general-purpose inelastic structural analysis software PISA2D. The complete three-story three-bay analytical RCS frame model is also constructed and calibrated based on the test results. Finally, nonlinear static and dynamic time-history analyses are performed in order to investigate the most possible ultimate lateral strength and the inelastic demands imposed on the frame specimen under the simulated earthquake effects.
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.
Повний текст джерелаXIE, 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.
Повний текст джерела