Academic literature on the topic 'R.C frame buildings'

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Journal articles on the topic "R.C frame buildings"

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D. Purba, I. Imran, M. Moestopo, A. Watanabe, T. Hikino, and D. Siringoringo. "Structures with Added Buckling Restrained Brace Elements." Electronic Journal of Structural Engineering 18, no. 1 (2018): 1–12. http://dx.doi.org/10.56748/ejse.182231.

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The number of high rise building has increased significantly as supporting infrastructure in many big cities in Indonesia. Most of the high rise buildings in Indonesia are constructed using reinforced concrete (r/c) moment resisting frame systems. However, due to the high seismicity of many of the regions of Indonesia, the use of moment resisting frames as single system, especially for tall buildings, are restricted. This structural system is in general quite flexible, and therefore excessive lateral drifts are experienced under seismic forces. In practice, adding buckling restrained brace (BR
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Serdar Kirçil, Murat, and Zekeriya Polat. "Fragility analysis of mid-rise R/C frame buildings." Engineering Structures 28, no. 9 (2006): 1335–45. http://dx.doi.org/10.1016/j.engstruct.2006.01.004.

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Lee, Bok-Gi, Jin-Young Kim, Ju-Seong Jung, and Kang-Seok Lee. "Seismic Capacity of R/C Buildings Retrofitted with a V-Bracing System Equipped with a Novel Laterally Layered Friction Damper." Applied Sciences 13, no. 24 (2023): 13205. http://dx.doi.org/10.3390/app132413205.

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This study proposed a novel V-bracing system equipped with a laterally layered friction damper (LLFD), which can supplement the shortcomings of conventional vibration control systems and is applicable to existing reinforced concrete (R/C) buildings. A material test was used to evaluate the material performance and energy dissipation capacity of this LLFD. Pseudo-dynamic testing was conducted on two-story frame specimens based on an existing R/C building with non-seismic details to verify the seismic retrofitting effects of applying the LLFD V-bracing system to existing R/C frames, i.e., the re
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Dai, Jun Wu, Yong Qiang Yang, and Duo Zhi Wang. "Ambient Vibration Test on Earthquake Damaged R/C Building Structures." Applied Mechanics and Materials 204-208 (October 2012): 2576–79. http://dx.doi.org/10.4028/www.scientific.net/amm.204-208.2576.

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Reinforcement concrete (R/C) structure is constructed and developed very rapidly in recent 30 years with the economic increasing not only in metropolitan cities but also in wide rural areas of China. It’s famous for its’ easy construction and high load bearing capacity. But in recent large earthquakes, more and more different type of severe damages about R/C structures have been observed due to either unreasonable design or extra-high ground shaking intensity exceeding the design level mostly. In the field investigation for the 2010 Yushu Ms7.1 earthquake of China, six RC frame buildings, were
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Licari, Mattia, Stefano Sorace, and Gloria Terenzi. "Nonlinear Modeling and Mitigation of Seismic Pounding between R/C Frame Buildings." Journal of Earthquake Engineering 19, no. 3 (2014): 431–60. http://dx.doi.org/10.1080/13632469.2014.984370.

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Maidiawati and Yasushi Sanada. "R/C frame-infill interaction model and its application to Indonesian buildings." Earthquake Engineering & Structural Dynamics 46, no. 2 (2016): 221–41. http://dx.doi.org/10.1002/eqe.2787.

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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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Askouni, Paraskevi K. "Seismic Comparison of Hybrid Steel–Reinforced Concrete and Conventional Frames." Applied Sciences 15, no. 7 (2025): 3772. https://doi.org/10.3390/app15073772.

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Conventional buildings made of reinforced concrete (r/c) or steel are practically encountered daily in common construction practice. Current regulations offer complete guidance on the seismic design and dimensioning of typical structures made of the same structural material throughout. Nevertheless, in the case of a structure constructed with r/c structural elements at the lower part and steel structural elements at the upper part, forming a so-called hybrid steel–r/c building is common. The present regulations do not address hybrid buildings in design or dimensioning. This study aims to fill
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Lee, Kang-Seok, Bok-Gi Lee, and Ju-Seong Jung. "Seismic Strengthening of R/C Buildings Retrofitted by New Window-Type System Using Non-Buckling Slit Dampers Examined via Pseudo-Dynamic Testing and Nonlinear Dynamic Analysis." Applied Sciences 12, no. 3 (2022): 1220. http://dx.doi.org/10.3390/app12031220.

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In the present study, a window-type seismic control system (WSCS) using non-buckling slit dampers (NBSDs) was proposed and developed to address the disadvantages of conventional seismic control systems so that it can be effectively applied to existing reinforced concrete (RC) buildings. Materials testing was also conducted to examine the material performance and energy dissipation capacity of NBSD. A full-scale two-story test frame modeled from existing RC buildings with non-seismic details was subjected to pseudo-dynamic testing. As a result, the effect of NBSD-WSCS, when applied to existing
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Yang, Dong Hui. "Natural Period of Masonry in-Filled R/C Frame Structures Tested in Earthquake Field Investigation." Applied Mechanics and Materials 303-306 (February 2013): 2885–88. http://dx.doi.org/10.4028/www.scientific.net/amm.303-306.2885.

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Masonry in-filled reinforcement concrete (R/C) structure is famous for its’ flexible space arrangement, easy construction and high force resistant capacity as well as its’ high ductility. However, in recent destructive earthquakes happened in China, more and more severe damages of masonry in-filled R/C frame structures have been observed due to either unreasonable design or unexpected-high ground motion exceeding the seismic design intensity mostly. In the field investigation for the 2010 Yushu Ms7.1 earthquake of China, 6 masonry in-filled R/C frame buildings, were in-situ tested by using the
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Dissertations / Theses on the topic "R.C frame buildings"

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Yalim, Baris. "Internet Based Seismic Vulnerability Assessment Software Development For R/c Buildings." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12605599/index.pdf.

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Structural evaluation and seismic vulnerability assessment of Reinforced Concrete (R/C) buildings have especially become the focus of many researches in Turkey and abroad especially after the August 17, 1999 earthquake causing major life and property losses. A devastating earthquake being expected in Istanbul-Marmara region raises many questions on how well the existing buildings are constructed and whether they can stand a major earthquake. Evaluation of existing buildings for seismic vulnerability requires time consuming input preparation (pre-processing), modelling, and post processing of a
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Demirok, Emel. "3d-fe Model Field-calibration And Rating Studies On Existing R/c Buildings." Master's thesis, METU, 2006. http://etd.lib.metu.edu.tr/upload/12607223/index.pdf.

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Dynamic instrumentation and a series of ambient vibration tests were performed on a four storey strengthened R/C building within the scope of this study. Traffic load and wind load were accepted as natural dynamic loads and the vibrations were recorded by sensitive accelerometers.For that study, 12 uniaxial, 1 triaxial accelerometers and a 15 channel data logger system were used. Four sets of dynamic measurements were recorded over a period of 6 months. Recorded readings were analyzed using UPC, PC and CVA algorithms and Artemis software. The natural freqeuncies, mode shape of the tested build
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Al-Shawwa, Nasser. "Rapid estimation of earthquake damage on instrumented steel frame buildings using simplified tools: towards 'city scale' building simulation." Thesis, McGill University, 2013. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=119465.

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In the context of Performance-Based Earthquake Engineering (PBEE) there is an increasing need for the development of rapid damage assessment methodologies for buildings that will enable stakeholders to take informed decisions for management of rescue resources, for reliable estimation of economic losses after an earthquake event in an urban area and for seismic rehabilitation of damaged infrastructure. An important difficulty to assess the post-earthquake functionality of a steel building is the fact that after an earthquake a detailed engineering inspection is typically required. These inspec
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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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Bhosale, Avadhoot. "Seismic evaluation of R/C framed building using shear failure model." Thesis, 2012. http://ethesis.nitrkl.ac.in/3948/1/Seismic_evalutions_of_RC_framed_building_using_shear_failure_model.pdf.

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Prediction of nonlinear shear hinge parameters in RC members is difficult because it involves a number of parameters like shear capacity, shear displacement, shear stiffness. As shear failure are brittle in nature, designer must ensure that shear failure can never occur. Designer has to design the sections such that flexural failure (ductile mode of failure) precedes the shear failure. Also design code does not permit shear failure. However, past earthquakes reveal that majority of the reinforced concrete (RC) structures failed due to shear. Indian construction practice does not guaranty safet
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Zerbe, Hikmat Edward. "Seismic response of connections in indeterminate R/C frame subassemblies." Thesis, 1990. http://hdl.handle.net/1911/16411.

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The behavior of beam-to-column connections under earthquake-type loading has been studied in the past by testing isolated interior or exterior connections. In such tests, the beams are allowed to elongate freely when subjected to large deformation reversal. In a real building, however, the beams may be partially restrained against such elongation. The current design procedures which have been developed on the basis of tests on isolated connections, therefore, ignore the effects of continuity and beam elongation on the performance of connections. In this investigation, the behavior of connectio
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楊榮生. "The elastoplatic dynamic response analysis of R. C. frame-wall buiding structure." Thesis, 1991. http://ndltd.ncl.edu.tw/handle/81094223271247939251.

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Luo, Yuanhui. "Modeling of non-ductile R/C flat-plate buildings subjected to seismic loading (earthquake loading)." Thesis, 1993. http://hdl.handle.net/1911/13758.

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Nonlinear dynamic analysis of non-ductile flat-plate buildings requires a suitable hysteretic model and an equivalent frame approach which appropriately models the lateral stiffness of the buildings. Based on the test results of non-ductile individual interior and exterior connections and two-bay slab-column subassemblies, hysteretic parameters related to stiffness degradation, strength deterioration and pinching of hysteretic loops are identified. The hysteretic model thus obtained is then incorporated into an equivalent frame analysis approach. The proposed equivalent frame approach is based
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Yalcin, Usame. "Effect of slab in inelastic analysis of R/C buildings under earthquake type of loading." Thesis, 1991. http://hdl.handle.net/1911/16496.

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Tests on beam-to-column connections have shown that the presence of a slab significantly increased the flexural resistance of the beams under bending which caused tension in the slab. The presence of a slab in reinforced concrete buildings was studied both at the cross sectional and element modelling levels. At the cross sectional level, the experimentally observed progressive slab participation is recognized by a proposed strain distribution in the slab. The proposed strain distribution, along the flange width of a beam-slab section, accounts for the progressive increase in the slab participa
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Wang, Zhen Fu, and 王貞富. "No-linear time history analysis for structure system of R. C. space frame infilled with brick walls." Thesis, 1994. http://ndltd.ncl.edu.tw/handle/43725518897219460444.

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Books on the topic "R.C frame buildings"

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Avramidis, Ioannis, Asimina Athanatopoulou, Konstantinos Morfidis, Anastasios Sextos, and Agathoklis Giaralis. Eurocode-Compliant Seismic Analysis and Design of R/C Buildings. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-25270-4.

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Alba, Ángel Fernández. Conservatorio profesional de música de Ciudad Real: Music in C. R. TF. Editores, 2007.

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Lamouille, Stéphane, and Pierre Péfau. Bois et architecture dans la Protohistoire et l'Antiquité (XVIe av. J.-C.-IIe s. apr. J.-C.). Grèce, Italie, Europe occidentale: Approches méthodologiques et techniques. Presses universitaires du Midi, 2019.

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author, Caratzas Michael D., ed. Vanderbilt Mausoleum, Staten Island: Built c. 1884-87; Richard Morris Hunt, architect; F. L. & J. C. Olmsted, landscape architects; John J. R. Croes, landscape engineer. Landmarks Preservation Commission, 2016.

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1920-, Barker Philip, and Royal Archaeological Institute (Great Britain), eds. Hen Domen, Montgomery: A timber castle on the English-Welsh border ; a final report. University of Exeter Press in association with the Royal Archaeological Institute, 2000.

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author, Shockley Jay, ed. J. & W. Seligman & Company Building (later Lehman Brothers Building; now Banca Commerciale Italiana Building), 1 William Street (aka 1-9 William Street, 1-7 South William Street, and 63-67 Stone Street), Borough of Manhattan: Built 1906-07; Francis H. Kimball and Julian C. Levi, architects ; George A. Fuller Co., builders; South William Street facade alteration 1929, Harry R. Allen, architect; addition 1982-86, Gino Valle, architect. Landmarks Preservation Commission, 1996.

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1936-, Larkin David, ed. Frank Lloyd Wright: Master builder. Thames and Hudson in association with the Frank Lloyd Wright Foundation, 1997.

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Avramidis, Ioannis, A. Athanatopoulou, Konstantinos Morfidis, Anastasios Sextos, and Agathoklis Giaralis. Eurocode-Compliant Seismic Analysis and Design of R/C Buildings: Concepts, Commentary and Worked Examples with Flowcharts. Springer, 2016.

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Avramidis, Ioannis, A. Athanatopoulou, Konstantinos Morfidis, Anastasios Sextos, and Agathoklis Giaralis. Eurocode-Compliant Seismic Analysis and Design of R/C Buildings: Concepts, Commentary and Worked Examples with Flowcharts. Springer International Publishing AG, 2015.

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Avramidis, Ioannis, A. Athanatopoulou, Konstantinos Morfidis, Anastasios Sextos, and Agathoklis Giaralis. Eurocode-Compliant Seismic Analysis and Design of R/C Buildings: Concepts, Commentary and Worked Examples with Flowcharts. Springer London, Limited, 2015.

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Book chapters on the topic "R.C frame buildings"

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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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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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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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Penelis, George G., and Gregory G. Penelis. "Seismic-resistant R/C walls and diaphragms." In Concrete Buildings in Seismic Regions. CRC Press, 2018. http://dx.doi.org/10.1201/b22364-9.

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Lampropoulos, Andreas P. "Strengthening Techniques: Code-Deficient R/C Buildings." In Encyclopedia of Earthquake Engineering. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-36197-5_206-1.

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Lampropoulos, Andreas P. "Strengthening Techniques: Code-Deficient R/C Buildings." In Encyclopedia of Earthquake Engineering. Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-35344-4_206.

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Penelis, George G., and Gregory G. Penelis. "Seismic assessment and retrofitting of R/C buildings." In Concrete Buildings in Seismic Regions. CRC Press, 2018. http://dx.doi.org/10.1201/b22364-13.

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Penelis, George G., and Gregory G. Penelis. "Configuration of earthquake-resistant R/C structural systems." In Concrete Buildings in Seismic Regions. CRC Press, 2018. http://dx.doi.org/10.1201/b22364-4.

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Leti, Marsed, and Hüseyin Bilgin. "Predicting the Seismic Performance of Typical R/C Residential Buildings." In Advanced Technologies, Systems, and Applications VII. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-17697-5_2.

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Conference papers on the topic "R.C frame buildings"

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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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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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Askouni, Paraskevi K., Dimitris L. Karabalis, and Dimitri E. Beskos. "SSI EFFECTS ON R/C ONE-STOREY BUILDINGS UNDER SEISMIC LOADINGS." In XI International Conference on Structural Dynamics. EASD, 2020. http://dx.doi.org/10.47964/1120.9370.19334.

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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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Faggella, M., G. Mezzacapo, R. Gigliotti, and E. Spacone. "SIGNIFICANCE OF EARTHQUAKE INCIDENCE ON RESPONSE OF PLAN-IRREGULAR INFILLED R/C BUILDINGS." In 5th 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, 2015. http://dx.doi.org/10.7712/120115.3659.1317.

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Manasa, C. K., and P. Manjularani. "Effect of Wind Load on Tall R C Buildings by P-Delta Analysis." In Third International Conference on Current Trends in Engineering Science and Technology ICCTEST-2017. Grenze Scientific Society, 2017. http://dx.doi.org/10.21647/icctest/2017/49147.

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Morfidis, K., K. Kostinakis, and C. Karakostas. "COMPARATIVE EVALUATION OF DIFFERENT DAMAGE MEASURES FOR R/C BUILDINGS CONSIDERING VARIABLE INCIDENT ANGLES." 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/10.7712/120113.4783.c1320.

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Manoukas, Grigorios, and Asimina Athanatopoulou. "EVALUATION OF A PUSHOVER PROCEDURE FOR ASYMMETRIC R/C BUILDINGS WITH VARIOUS TORSIONAL PROPERTIES." In XI International Conference on Structural Dynamics. EASD, 2020. http://dx.doi.org/10.47964/1120.9362.18896.

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Cholewa, Tomasz, Alicia Siuta-Olcha, Andrzej Smolarz, Piotr Muryjas, Piotr Wolszczak, and Rafal Anasiewicz. "Influence of Wind Speed and Insolation on Heat Consumption in Buildings." In 50th International HVAC&R Congress and Exhibition. SMEITS, 2020. http://dx.doi.org/10.24094/kghk.019.50.1.353.

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This work introduces the aspects of the proper choice of the exploitation data connected with heat supplied to a building in order to estimate the influence of wind speed, insolation or level of cloudiness on energy consumption. The analyzed building had a traditional, central heating installation with vertical risers in each flat and convective radiators and supplied with the heating medium (80/60 °C). The exploitation data from one heating season were analyzed and the influence of the wind speed within the range below 3 m/s, 3÷6 m/s and above 6 m/s on the value of the heat power delivered to
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Morfidis, Konstantinos, and Konstantinos Kostinakis. "APPROACH TO PREDICTION OF R/C BUILDINGS’ SEISMIC DAMAGE AS PATTERN RECOGNITION PROBLEM USING ARTIFICIAL NEURAL NETWORKS." 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/10.7712/120117.5636.17237.

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Reports on the topic "R.C frame buildings"

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Ebeling, Robert, Barry White, John Hite та ін. Load and resistance factors from reliability analysis Probability of Unsatisfactory Performance (PUP) of flood mitigation, batter pile-founded T-Walls given a target reliability index (𝛽). Engineer Research and Development Center (U.S.), 2023. http://dx.doi.org/10.21079/11681/47245.

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This technical report documents the research and development (R&D) study in support of the development of a combined Load and Resistance Factor Design (LRFD) methodology that accommodates both geotechnical and structural design limit states for design of the US Army Corps of Engineers (USACE) batter pile-founded, reinforced concrete flood walls. Development of the required reliability and corresponding LRFD procedures has been progressing slowly in the geotechnical topic area as compared to those for structural limit state considerations, and therefore this has been the focus of this first
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Weijters, Bert. Survey Design and Analysis + 2 Free Seminars. Instats Inc., 2022. http://dx.doi.org/10.61700/8i3fttx07v1y7469.

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This seminar will teach you the most current best practices for survey design and analysis. This involves conceptually and statistically modeling, through hands-on exercises, measurement as (a) the selection of indicators of latent constructs, (b) data collection as a psychological process of survey responding, and then (c) specifying and testing measurement models that are able to adequately reflect this process (using CFA). Day 1 offers a conceptual introduction and then a variety of hands-on applications are covered in Mplus on Day 2, and lavaan in R on Day 3. To help frame the exploration
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Cobeen, Kelly, Vahid Mahdavifar, Tara Hutchinson, et al. Large-Component Seismic Testing for Existing and Retrofitted Single-Family Wood-Frame Dwellings (PEER-CEA Project). Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2020. http://dx.doi.org/10.55461/hxyx5257.

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This report is one of a series of reports documenting the methods and findings of a multi-year, multi-disciplinary project coordinated by the Pacific Earthquake Engineering Research Center (PEER and funded by the California Earthquake Authority (CEA). The overall project is titled “Quantifying the Performance of Retrofit of Cripple Walls and Sill Anchorage in Single-Family Wood-Frame Buildings,” henceforth referred to as the “PEER–CEA Project.” The overall objective of the PEER–CEA Project is to provide scientifically based information (e.g., testing, analysis, and resulting loss models) that
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