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Relevant bibliographies by topics / R.C.C FRAMES

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Academic literature on the topic 'R.C.C FRAMES'

Author: Grafiati

Published: 11 September 2023

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Journal articles on the topic "R.C.C FRAMES"

1

El-Metwally, Salah E., and Chen Wai-Fah. "Nonlinear behavior of R/C frames." Computers & Structures 32, no. 6 (1989): 1203–9. http://dx.doi.org/10.1016/0045-7949(89)90297-6.

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Oliva, Michael G., and Ray W. Clough. "Biaxial Seismic Response of R/C Frames." Journal of Structural Engineering 113, no. 6 (1987): 1264–81. http://dx.doi.org/10.1061/(asce)0733-9445(1987)113:6(1264).

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3

C. Stylianidis, K. "Experimental Investigation of Masonry Infilled R/C Frames." Open Construction and Building Technology Journal 6, no. 1 (2012): 194–212. http://dx.doi.org/10.2174/1874836801206010194.

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Wang, Duo Zhi, Jun Wu Dai, and Chen Xiao Zhang. "Seismic Damage Analysis for Multi-Story Masonry Building with R. C. Frames on Ground Floor." Applied Mechanics and Materials 204-208 (October 2012): 2555–58. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.2555.

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Multi-story Masonry Building with R. C. Frames on Ground Floor (Framed-Ground Floor Structure for short) which has serious seismic damage and high collapsed rate, is the unreasonable structure system. However, the structure system not be abolished for economic reason. Collapse types of that are divided into collapse of ground floor, collapse of transition layer, global collapse. And seismic damage is also serious for frame column and shear wall. Experiences are obtained from above seismic damage, and the following aspects should be taken into account in the future. 1. The shear wall can be inc

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Roufaiel, Magdy S. L., and Christian Meyer. "Analytical Modeling of Hysteretic Behavior of R/C Frames." Journal of Structural Engineering 113, no. 3 (1987): 429–44. http://dx.doi.org/10.1061/(asce)0733-9445(1987)113:3(429).

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Wood, Sharon L. "Seismic Response of R/C Frames with Irregular Profiles." Journal of Structural Engineering 118, no. 2 (1992): 545–66. http://dx.doi.org/10.1061/(asce)0733-9445(1992)118:2(545).

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7

Papadopoulos, Panagis G., and Christos G. Karayannis. "Seismic analysis of R/C frames by network models." Computers & Structures 28, no. 4 (1988): 481–94. http://dx.doi.org/10.1016/0045-7949(88)90022-3.

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8

Tanjung, Jafril, and Maidiawati. "Cyclic behavior of the R/C frames with reinforced masonry infills." E3S Web of Conferences 156 (2020): 05014. http://dx.doi.org/10.1051/e3sconf/202015605014.

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This study focuses on the experimental works to define the behavior of the reinforced concrete (R/C) frame model with the strengthening of the brick masonry infill by using the embedded reinforcement bars subjected to lateral reversed cyclic loads. A previous study by applying the lateral monotonic static loads showed that the embedded reinforcement bars increased the lateral capacity of the R/C frame and also delayed the failure of the brick masonry infill and R/C frame structure as well. However, in order to define its seismic capacity, a lateral reversed cyclic loading is required. The expe

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Dheyaa Jaafar Witwit, Jaafar, and Nameer Abed Al-Ameer Alwash. "Experimental and Numerical Investigation for R/C Portal Frames Tested Under Uniform Load." International Journal of Engineering & Technology 7, no. 4.19 (2018): 763. http://dx.doi.org/10.14419/ijet.v7i4.19.27995.

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This paper presents an experimental and numerical investigations for three reinforced self-compacting concrete portal frames tested under uniform load. Control frame was tested without any types of strengthening, while second frame was strengthened with CFRP-sheet with dimensions (75 * 1000) mm at the bottom of beam and with dimensions (75 *700) mm at both joints, (350 mm) extending to the upper surface of the beam and (350 mm) on the outer face of the column. The last frame was cast in two pours tested without strengthening. The experimental tests showed that strengthened frame had stiffness

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Valente, Marco. "Seismic Performance of Existing R/C Frames Strengthened by Steel Plate Shear Walls." Applied Mechanics and Materials 193-194 (August 2012): 1470–75. http://dx.doi.org/10.4028/www.scientific.net/amm.193-194.1470.

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This study investigates an innovative method based on low yield steel plate shear walls for seismic retrofitting of existing reinforced concrete (R/C) structures. A simplified numerical model of steel shear panels is developed for global analyses of multi-story R/C frames. The seismic performance of a non-ductile five-story R/C frame retrofitted with steel plate shear walls is evaluated in terms of drift control and energy dissipation capacity using nonlinear dynamic analyses. The results obtained by the application of two different story-wise distributions of steel plates are compared. In cas

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Dissertations / Theses on the topic "R.C.C FRAMES"

1

Sevil, Tugce. "Seismic Strengthening Of Masonry Infilled R/c Frames With Steel Fiber Reinforcement." Phd thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/3/12611516/index.pdf.

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Seismic resistance of many buildings in Turkey is insufficient. Strengthening using R/C infills requires huge construction work. Feasible, easy strengthening techniques are being studied in Structural Mechanics Laboratory of METU. In this project, it was aimed to develop an economical strengthening method. This method is based on addition of steel fibers and/or PP fibers in mortar and application of mortar on masonry wall. Project was sponsored by the Scientific and Technical Research Council of Turkey (T&Uuml<br>BiTAK). Physical properties of cement, aggregate, and mortar used in tests wer

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2

Arslan, Guray. "Strengthening Of Reinforced Concrete Frames By Custom Shaped High Strength Concrete Masonry Blocks." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/2/12610335/index.pdf.

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Located on one of the highly active seismic fault systems in the world, the building stock in Turkey is mainly composed of reinforced concrete frames with 4-5 stories. Due to design and construction deficiencies resulting from the use of unqualified personnel and insufficient supervision, many of these buildings lack lateral stiffness, ductility and strength. For many structures, there is a need to alleviate these deficiencies by means of some rehabilitation techniques prior to earthquakes. One approach also used very widely in Turkey is to fill some of the frame bays by cast-in-place R/C pane

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3

Jing, Wu. "FRAMES IN HILBERT C*-MODULES." Doctoral diss., University of Central Florida, 2006. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/3137.

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Since the discovery in the early 1950's, frames have emerged as an important tool in signal processing, image processing, data compression and sampling theory etc. Today, powerful tools from operator theory and Banach space theory are being introduced to the study of frames producing deep results in frame theory. In recent years, many mathematicians generalized the frame theory from Hilbert spaces to Hilbert C*-modules and got significant results which enrich the theory of frames. Also there is growing evidence that Hilbert C*-modules theory and the theory of wavelets and frames are tightly re

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4

STADLER, MICHAEL. "Proteines de la structure r b c c et transcription." Paris 7, 1999. http://www.theses.fr/1999PA077260.

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Les proteines r b c c sont caracterisees par la presence, de l'aminoterminus au carboxyterminus, des trois motifs ring, boite b et coiled coil. Le doigt de zinc du type ring (c 3hc 4) fait partie des interactions intermoleculaires dans des complexes multiproteiques et pourrait jouer un role dans leur assemblage ou stabilisation. Il est aussi responsable, en collaboration avec la boite b, de la localisation compartementalisee subcellulaire des proteines. Le doigt de zinc du type boite b (chc 3 - 4h 2) est implique dans des interactions proteine-proteines, par exemple dans la liaison de pml a rb

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Rinchen. "Long-span cold-formed steel single C-section portal frames." Thesis, The University of Sydney, 2018. http://hdl.handle.net/2123/18882.

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This thesis presents a comprehensive study of long-span cold-formed steel single C-section portal frames. The study includes the formulation of a nonlinear beam finite element for thin-walled sections, a series of full-scale frame tests and component tests, finite element modelling and advanced analysis followed by the formulation of design guidelines. The study was aimed at exploring the structural behaviour through experiment and numerical analysis towards developing provisions for the design of cold-formed steel portal frames using Advanced Analysis. A nonlinear thin-walled beam element for

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Maingot, Stéphane. "Sur l'extension des fonctions C R." Paris 11, 1985. http://www.theses.fr/1985PA112345.

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Dans cette thèse, on considère M, une sous-variété C R de CN, passant par 0 et on donne des conditions suffisantes, liées à la forme de Levi en 0, pour que toutes fonction C R sur ω, un voisinage ouvert de 0 dans M, soit la restriction à ω d’une fonction holomorphe au voisinage de 0 dans CN. La méthode utilisée consiste en la construction de disques analytiques dont le bord est sur M et qui contiennent un voisinage de 0 dans CN, d’abord dans un cas modèle puis dans la cas général par approximations<br>In this thesis, we consider M, a CR submanifold of ₵N, which passes through 0, and, we give s

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Guo, Xiangyu. "Ruthenium-catalyzed C-C bond formation via functional-group directed C-H bond activation." Thesis, McGill University, 2012. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=110570.

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AbstractRuthenium-Catalyzed C-C Bond Formation via Functional-Group Directed C-H Bond ActivationXiangyu GuoAdvisor: Prof. Chao-Jun LiMcGill UniversityThis thesis is an investigation on the formation of carbon-carbon (C-C) bonds in the presence of ruthenium catalyst.In the first part of this thesis, oxidative dehydrogenative coupling reactions for carbon-carbon (C-C) bond formation are described. A ruthenium-catalyzed dimerization of 2-phenylpyridine derivatives is demonstrated to synthesize biaryls using iron(III) chloride as the terminal oxidant. In addition, the oxidative cross coupling of a

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Correia, Camille. "Oxidative C-C bond formation via metal-catalyzed coupling of two C-H bonds." Thesis, McGill University, 2013. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=114441.

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This thesis describes the formation of new C-C bonds from the direct oxidative coupling of two C-H bonds, through the use of metal catalysts for activation. First, three different oxidative Cross-Dehydrogenative-Coupling (CDC) reactions will be presented. Initially, through the use of an organic co-catalyst, N-hydroxyphthalimide (NHPI), oxygen could be utilized as the terminal oxidant for the metal catalyzed alkylation of benzylic C-H bonds with 1,3-dicarbonyls and ketones in Chapter 2. The reaction was found to be feasible for a variety of

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Herberholz, Miriam. "Auswirkungen von Tenascin–C, –R und –C/R–Defizienz auf den skelettalen Phänotyp von Mäusen mit hohem Lebensalter." Diss., lmu, 2005. http://nbn-resolving.de/urn:nbn:de:bvb:19-48935.

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Coupiat, Pierre. "B-e-r-g-e-r-a-c,. . . Archipel pavillonnaire." Bordeaux 2, 2009. http://www.theses.fr/2009BOR21605.

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La petite ville s'est transformée au point que seuls les anciens s'en souviennent encore et narrent une ville qui désormais a disparu. Le plus remarquable est la séparation du politique et du système d'intégration à la ville désormais ouvert au système marchand. L'unité de la ville s'efface alors au profit de la qualité de séparation. Dans ce contexte, l'habitant en tant que statut disparaît au profit de l'habitant qualité qui s'acquiert. La petite ville n'est plus qu'un "habit vide" et les relations entre les individus s'effectuent ailleurs. Plus précisément, à partir d'un "archipel pavillonn

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Books on the topic "R.C.C FRAMES"

1

401 R/C tech tips for your R/C car. Air Age, Inc., 1991.

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2

AMCCOM, United States Army, ed. AMSMC-MAR-C (R). The Command, 1985.

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Stilley, Faye. Covering R/C airplanes. Air Age, 1992.

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AMCCOM, United States Army, ed. AMSMC-MAR-C (R). The Command, 1985.

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AMCCOM, United States Army, ed. AMSMC-MAR-C (R). The Command, 1985.

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veler, Gerd Ku. Informatik fu r Ingenieure und Naturwissenschaftler: Grundlagen, Programmieren mit C/C++, Grosses C/C++-Praktikum. 6th ed. Vieweg + Teubner in GWV Fachverlage GmbH, 2009.

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Randolph, Randy. R/C airplane building techniques. Air Age Pub., 1991.

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8

Summers, Vivian. R. C. Sherriff, Journey's end. Edited by Sherriff R. C. 1896-1975. Penguin, 1988.

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9

M. A. L. M. Willems. Faillietverklaring, curator en r-c. Kluwer, 2005.

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Finch, John. Advanced R/C boat modeling. Air Age, 1992.

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Book chapters on the topic "R.C.C FRAMES"

1

Penelis, George G., and Gregory G. Penelis. "Seismic-resistant R/C frames." In Concrete Buildings in Seismic Regions. CRC Press, 2018. http://dx.doi.org/10.1201/b22364-8.

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2

Ozden, Sevket, Umut Akguzel, and Turan Ozturan. "Seismic Retrofit of R/C Frames with CFRP Overlays." In Seismic Assessment and Rehabilitation of Existing Buildings. Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0021-5_17.

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3

Balić, Ivan, Ante Mihanović, and Boris Trogrlić. "Multimodal Pushover Target Acceleration Method Versus Dynamic Response of R/C Frames." In Advanced Structured Materials. Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-07383-5_28.

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Vintzileou, E., Yong Lu, and G. F. Zhang. "Seismic behaviour of multi-storey R/C frames tested on an earthquake simulator." In Seismic Design Practice into the Next Century. Routledge, 2022. http://dx.doi.org/10.1201/9780203740026-61.

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Vintzileou, E., Yong Lu, and G. F. Zhang. "Seismic behaviour of multi-storey R/C frames tested on an earthquake simulator." In Seismic Design Practice into the Next Century. Routledge, 2022. http://dx.doi.org/10.1201/9780203740026-61.

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6

Zhou, Lin Cong, and Long Zhu Chen. "Nonlinear Analysis of R/C Frame under Static and Cyclic Loadings." In Engineering Plasticity and Its Applications. Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-433-2.1387.

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7

Krätzig, W. B., and K. Meskouris. "On the Nonlinear Behavior of R/C Frame Structures Under Seismic Loads." In Lecture Notes in Engineering. Springer Berlin Heidelberg, 1987. http://dx.doi.org/10.1007/978-3-642-83015-0_22.

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Chavez, M., and D. Gonzalez. "Seismic Reliability of Simple R/C Frames Designed According with the 1976 and 1987 Mexico City Codes." In Nonlinear Stochastic Mechanics. Springer Berlin Heidelberg, 1992. http://dx.doi.org/10.1007/978-3-642-84789-9_11.

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Garevski, M., A. Paskalov, K. Talaganov, and V. Hristovski. "Experimental and Analytical Investigation of 1/3-Model R/C Frame-Wall Building Structures." In Seismic Assessment and Rehabilitation of Existing Buildings. Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0021-5_22.

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Garevski, M., V. Hristovski, A. Paskalov, and K. Talaganov. "Experimental and Analytical Investigation of 1/3-Model R/C Frame-Wall Building Structures." In Seismic Assessment and Rehabilitation of Existing Buildings. Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0021-5_23.

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Conference papers on the topic "R.C.C FRAMES"

1

Manos, George, Vasilios Soulis, Kostas Katakalos, George Koidis, and Marios Theofanous. "CYCLIC EARTHQUAKE-TYPE PERFORMANCE OF ONE-BAY SINGLE-STOREY REINFORCED CONCRETE (R/C) FRAMES RETROFITED WITH AN ENCASED R/C PANEL." In 6th 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, 2017. http://dx.doi.org/10.7712/120117.5411.16890.

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Manos, G. C., V. Soulis, K. Katakalos, and G. Koidis. "Numerical and experimental study of seismic retrofitting for one-bay single-storey reinforced concrete (R/C) frames with an encased R/C panel." In CMEM 2013. WIT Press, 2013. http://dx.doi.org/10.2495/cmem130331.

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Kabashi, Naser, Enes Krasniqi, Milot Muhaxheri, Florentinë Latifi, and Ylli Murati. "SEISMIC BEHAVIOUR OF BEAM-COLUMN JOINT IN R/C FRAMES AND STRENGTHENING WITH FRP." In 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.81.

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Multi-story reinforced concrete structures in previous periods, in general, do not meet current seismic design code requirements, including the poor materials and execution of civil engineering works. In the scope of this, is analyzed the behavior of the structures during the Earthquake of November 2019, in Albania, specifically in different building stocks. Typical structural deficiencies observed in reinforced concrete (R/C) frame buildings affected by the 2019 earthquake reveal that many collapses occurred could be attributed to the poor quality of construction and use of non-ductile detail

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4

Tanjung, Jafril, Maidiawati, and Fajar Nugroho. "Experimental investigation of the seismic performance of the R/C frames with reinforced masonry infills." In PROCEEDINGS OF THE INTERNATIONAL CONFERENCE OF GLOBAL NETWORK FOR INNOVATIVE TECHNOLOGY AND AWAM INTERNATIONAL CONFERENCE IN CIVIL ENGINEERING (IGNITE-AICCE’17): Sustainable Technology And Practice For Infrastructure and Community Resilience. Author(s), 2017. http://dx.doi.org/10.1063/1.5005640.

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Pereira, V. G., R. C. Barros, M. B. Cesar, et al. "Pushover Analyses of a R∕C Frame by Distinct Software." In PROCEEDINGS OF THE 2ND INTERNATIONAL SYMPOSIUM ON COMPUTATIONAL MECHANICS AND THE 12TH INTERNATIONAL CONFERENCE ON THE ENHANCEMENT AND PROMOTION OF COMPUTATIONAL METHODS IN ENGINEERING AND SCIENCE. AIP, 2010. http://dx.doi.org/10.1063/1.3452153.

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Manos, G., V. Soulis, K. Katakalos, and G. Koidis. "STUDY OF THE IN-PLANE BEHAVIOUR OF GROUND FLOOR REINFORCED CONCRETE (R/C) FRAMES RETROFITTED WITH JACKETING AND AN ENCASED R/C PANEL IN ORDER TO WITHSTAND SEISMIC FORCES." In 4th International Conference on Computational 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, 2014. http://dx.doi.org/10.7712/120113.4571.c1096.

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"A Simple Method of Enhancing the Robustness of R/C Frame Structures." In SP-309: Structural Integrity and Resilience. American Concrete Institute, 2016. http://dx.doi.org/10.14359/51689092.

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Manos, George, and Vasilios Soulis. "NUMERICAL NON-LINEAR SIMULATION OF THE IN-PLANE BEHAVIOUR OF R/C FRAMES WITH MASONRY INFILLS UNDER SEISMIC TYPE LOADING." In VII European Congress on Computational Methods in Applied Sciences and Engineering. Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2016. http://dx.doi.org/10.7712/100016.2205.11240.

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Penava, Davorin, Filip Anić, Vasilis Sarhosis, and Lars Abrahamczyk. "DISTRIBUTION OF SHEAR RESISTANCE AMONG COMPONENTS OF R. C. FRAMES WITH MASONRY INFILL WALLS CONTAINING CONFINED DOOR AND WINDOW OPENINGS." 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/10.7712/120119.7084.18488.

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Manos, G., V. Soulis, and J. Thauampteh. "IN-PLANE BEHAVIOUR OF MASONRY INFILLS WITHIN MULTI-STOREY R/C FRAMES SUBJECTED TO SEISMIC TYPE LOADS AND THEIR UTILIZATION IN RETROFITTING." In 4th International Conference on Computational 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, 2014. http://dx.doi.org/10.7712/120113.4572.c1097.

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Reports on the topic "R.C.C FRAMES"

1

Walter, K. E. R-1 (C-620-A) and R-2 (C-620-B) air compressor control logic, computer software description. Revision 1. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/90072.

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Su, Dong. R{sub b},R{sub c} Measurements at SLD and LEP-I. Office of Scientific and Technical Information (OSTI), 2001. http://dx.doi.org/10.2172/798930.

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McCollum, Randy A. GREENUP Environmental Mitigation, R. C. Byrd Locks and Dam, Ohio River. Defense Technical Information Center, 2002. http://dx.doi.org/10.21236/ada410765.

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Walter, K. E. R-189 (C-620) air compressor control logic software documentation. Revision 1. Office of Scientific and Technical Information (OSTI), 1995. http://dx.doi.org/10.2172/90070.

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Dringenburg, Nick, Charles Smith, Patrick DuBois, R. E. Terrill, and John Priest. R and D Quarterly Status Report for Contract MDA972-93-C-0035 (Texas Instruments). Defense Technical Information Center, 1995. http://dx.doi.org/10.21236/ada293509.

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Nash, C. A. Evaluating Residence Time for SuperLig(R) 644 Columns with Simulated LAW Envelope C (AN-107) Solution. Office of Scientific and Technical Information (OSTI), 2003. http://dx.doi.org/10.2172/813559.

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Jove-Colon, Carlos F., and Carlos Miguel Lopez. International Collaboration Activities on Disposal in Argillite R&D: DECOVALEX19 Task C ? Geochemical and Reactive Transport Modeling. Office of Scientific and Technical Information (OSTI), 2019. http://dx.doi.org/10.2172/1569152.

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Barger, V., K. Cheung, and P. Langacker. Baryonic Z{prime} connection of LEP R{sub b,c} data with Tevatron (W, Z, {gamma})b{anti b} events. Office of Scientific and Technical Information (OSTI), 1996. http://dx.doi.org/10.2172/244624.

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Stassis, C., and A. I. Goldman. Neutron and resonant x-ray scattering studies of RNi{sub 2}B{sub 2}C (R = rare earth) single crystals. Office of Scientific and Technical Information (OSTI), 1996. http://dx.doi.org/10.2172/244659.

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Zhou, Ruhua, Jingjing Xu, Jiaochen Luan, et al. The Predictive Role of C-Reactive Protein on Sudden Death: A meta-analysis of prospective studies. INPLASY - International Platform of Registered Systematic Review and Meta-analysis Protocols, 2021. http://dx.doi.org/10.37766/inplasy2021.11.0074.

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This study was a diagnostic research, so the content was decomposed according to PIRO : P: Patients diagnosed with sudden death; I: C-reactive protein; R: There is no gold standard for sudden death, and the definition of sudden death varies from literature to literature. The World Health Organization defines sudden death: "Patients who are normally healthy or seemingly healthy die suddenly due to natural diseases in an unexpectedly short period of time." In our study, sudden death is determined by the history, symptoms, physical examination and electrocardiogram results assesed by doctor. If d

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