Relevant bibliographies by topics / Special moment resisting frames

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Academic literature on the topic 'Special moment resisting frames'

Author: Grafiati
Published: 4 June 2021
Last updated: 7 February 2022

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Journal articles on the topic "Special moment resisting frames"

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HART, GARY C., SAMPSON C. HUANG, ROY F. LOBO, ANURAG JAIN, and MATTHEW VAN WINKLE. "EARTHQUAKE RESPONSE OF STRENGTHENED STEEL SPECIAL MOMENT RESISTING FRAMES." Structural Design of Tall Buildings 6, no. 1 (1997): 37–58. http://dx.doi.org/10.1002/(sici)1099-1794(199703)6:1<37::aid-tal83>3.0.co;2-m.

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Sitorus, Deny Anarista, and Wiryanto Dewobroto. "STUDI PERBANDINGAN PERENCANAAN BANGUNAN BAJA SISTEM SPECIAL MOMENT FRAMES DAN SPECIAL PLATE SHEAR WALLS." Jurnal Muara Sains, Teknologi, Kedokteran dan Ilmu Kesehatan 3, no. 1 (2019): 57. http://dx.doi.org/10.24912/jmstkik.v3i1.2565.

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Indonesia merupakan wilayah rawan gempa, sehingga konstruksi bangunan memakai sistem penahan gaya seismik dianggap penting. Umumnya, struktur bangunan adalah beton bertulang, adapun baja penggunaan sistem special moment frames (SMF) lebih banyak dijumpai sebagai sistem penahan gaya seismik. Padahal menurut peraturan ASCE/SEI 7-10 terdapat pilihan sistem penahan gaya seismik untuk bangunan baja seperti special plate shear walls (SPSW), special truss moment frames (STMF) dan sistem khususnya lainnya. Studi ini akan memperlihatkan perbandingan perencanaan bangunan sistem SMF dan SPSW dalam mempel
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Olsen, Anna H., Thomas H. Heaton, and John F. Hall. "Characterizing Ground Motions that Collapse Steel Special Moment-Resisting Frames or Make Them Unrepairable." Earthquake Spectra 31, no. 2 (2015): 813–40. http://dx.doi.org/10.1193/102612eqs318m.

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This work applies 64,765 simulated seismic ground motions to four models each of 6- or 20-story, steel special moment-resisting frame buildings. We consider two vector intensity measures and categorize the building response as “collapsed,” “unrepairable,” or “repairable.” We then propose regression models to predict the building responses from the intensity measures. The best models for “collapse” or “unrepairable” use peak ground displacement and velocity as intensity measures, and the best models predicting peak interstory drift ratio, given that the frame model is “repairable,” use spectral
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O K, Aswathi, and Anita S. "Non Linear Static Analysis of Multi-storeyed Special Moment Resisting Frames." International Journal of Civil Engineering 3, no. 8 (2016): 18–22. http://dx.doi.org/10.14445/23488352/ijce-v3i8p104.

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Goel, Subhash C., and Ahmad M. Itani. "Seismic‐Resistant Special Truss‐Moment Frames." Journal of Structural Engineering 120, no. 6 (1994): 1781–97. http://dx.doi.org/10.1061/(asce)0733-9445(1994)120:6(1781).

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Valadbeigi, A., and M. Ghassemieh. "Evaluation of Progressive Collapse of Special Steel Moment Frames." Advanced Materials Research 831 (December 2013): 85–89. http://dx.doi.org/10.4028/www.scientific.net/amr.831.85.

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The point of this study was to assess the progressive collapse resisting capacity of special steel moment frame structures and the behaviour of buildings which have different height when they are losing one of their exterior columns. Two buildings were considered for this research, 7-storiy and 12-storiy buildings. Corner column as well as one of the middle columns was removed to evaluate the importance and the effect of the location of removed column in structural response. General Services Administration (GSA) and Department of Defence (DoD) guidelines are considered for choosing the method
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Özhendekci, Devrim, and Nuri Özhendekci. "Seismic performance of steel special moment resisting frames with different span arrangements." Journal of Constructional Steel Research 72 (May 2012): 51–60. http://dx.doi.org/10.1016/j.jcsr.2011.10.002.

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AlHamaydeh, Mohammad, Sulayman Abdullah, Ahmed Hamid, and Abdilwahhab Mustapha. "Seismic design factors for RC special moment resisting frames in Dubai, UAE." Earthquake Engineering and Engineering Vibration 10, no. 4 (2011): 495–506. http://dx.doi.org/10.1007/s11803-011-0084-y.

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Hejazi, Malihe, and Ali Jalaeefar. "Effect of infills on seismic resilience of special steel moment resisting frames." Structures 33 (October 2021): 2771–91. http://dx.doi.org/10.1016/j.istruc.2021.06.018.

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Kumar, Nishant. "Comparison and Optimization of 8 Storeys Ordinary Moment Resisting Frame and Special Moment Resisting Frame Building." International Journal for Research in Applied Science and Engineering Technology V, no. X (2017): 705–10. http://dx.doi.org/10.22214/ijraset.2017.10104.

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Dissertations / Theses on the topic "Special moment resisting frames"

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Liuzza, Gabrielle. "The elongation of beams in reinforced concrete special moment resisting frames." Thesis, Kansas State University, 2018. http://hdl.handle.net/2097/38780.

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Master of Science<br>Department of Architectural Engineering and Construction Science<br>Donald J. Phillippi<br>Special moment resisting frames (SMRF) are intended to protect the structure from earthquake motions through a ductile inelastic response. This thesis evaluates the performance of reinforced concrete SMRFs with an emphasis on the second level beams. Due to previous research, it is concluded that two-dimensional finite element analyses (2D-FEA) and three-dimensional finite element analyses (3D-FEA) have different results when evaluating the same structure. Due to this, the thesis u
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Johnson, Curtis Mathias. "A comparison of Reduced Beam Section moment connection and Kaiser Bolted Bracket® moment connections in steel Special Moment Frames." Thesis, Kansas State University, 2017. http://hdl.handle.net/2097/36233.

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Master of Science<br>Department of Architectural Engineering and Construction Science<br>Kimberly W. Kramer<br>Of seismic steel lateral force resisting systems in practice today, the Moment Frame has most diverse connection types. Special Moment frames resist lateral loads through energy dissipation of the inelastic deformation of the beam members. The 1994 Northridge earthquake proved that the standard for welded beam-column connections were not sufficient to prevent damage to the connection or failure of the connection. Through numerous studies, new methods and standards for Special Moment F
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Wearing, Christopher. "Evaluation of force distribution within a dual special moment-resisting and special concentric-brace frame system." Thesis, Kansas State University, 2017. http://hdl.handle.net/2097/35483.

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Master of Science<br>Department of Architectural Engineering and Construction Science<br>Kimberly W. Kramer<br>Dual Lateral Force Resisting Systems are currently required by code to include a Moment Resisting Frame capable of resisting at least 25% of the lateral loads. This thesis evaluates the seismic performance of a specific type of dual system: a Special Moment Resisting Frame-Special Concentric Brace Frame System (SMRF-SCBF) under three different force distributions. The three distributions were 80% - 20%, 75% - 25%, and 70% - 30% with the lesser force being allotted to the Special Mom
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Szabo, Trevor Alexander. "Development and Validation of a Twelve Bolt Extended Stiffened End-Plate Moment Connection." Thesis, Virginia Tech, 2017. http://hdl.handle.net/10919/78230.

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Three end-plate moment connection configurations are prequalified for special moment frames for seismic applications in AISC 358-10. The eight bolt extended stiffened connection is the strongest of the three configurations, but it can only develop approximately 30 percent of currently available hot-rolled beam sections. The strength of this configuration is limited by bolt strength. There is a need for a stronger end-plate moment connection, hence the reason for the development and validation of a twelve bolt configuration. Equations were developed for the design procedure using various analyt
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Kayayan, Hratch. "Dynamic response of moment-resisting steel frames." Thesis, McGill University, 1994. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=22656.

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The focus of this study is to determine if the current design provisions related to moment-resisting steel frames result in frames that behave in the manner anticipated by code writers and, more importantly, that respond satisfactorily during a real seismic event.<br>Twelve steel moment-resisting frames were designed according to the Canadian steel standard for buildings CSA-S16.1-M89 and the National Building Code of Canada NBCC-1990. The frames were three, eight, and twenty story tall. They were ductile moment-resisting frames designed for seismic velocity zones v = 0.1, 0.2 and 0.3, and nom
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Oddbjornsson, Olafur. "Dynamics of Nonlinear Elastic Moment Resisting Frames." Thesis, University of Bristol, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.520258.

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Castro, Jose Miguel De Freitas. "Seismic behaviour of composite moment-resisting frames." Thesis, Imperial College London, 2006. http://hdl.handle.net/10044/1/7617.

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Helmi, Karim. "Seismic damage assessment of moment resisting steel frames." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2000. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape3/PQDD_0011/MQ52568.pdf.

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Kazantzi, Athanasia K. "Probabilistic seismic performance assessment of steel moment resisting frames." Thesis, University of Surrey, 2008. http://epubs.surrey.ac.uk/2782/.

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During the last decade, the use of probabilistic tools for assessing the reliability of structural systems under seismic excitations has attracted considerable research. This has been prompted by the damages detected in many buildings following severe earthquake events, and the fact that the uncertainties related to the structural capacity, demand and seismic loading, may be more efficiendy accounted for and quantified within a probabilistic context. With seismic probabilistic methodologies still under development, this thesis aims to explore reliability issues associated with steel Moment Res
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Li, Alex C. (Alex Chung-Hsing) 1974. "Effect of seismic loading on steel moment resisting frames." Thesis, Massachusetts Institute of Technology, 1998. http://hdl.handle.net/1721.1/50061.

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Thesis (M.Eng.)--Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering, 1998.<br>Includes bibliographical references (leaves 47-48).<br>In recent history, the use of Steel Moment Resisting Frames (SMRF) in many structural steel buildings has become popular among many engineers and designers. The use of these moment resisting frames allows for more open spaces between floors and columns than in buildings that use the more traditional braced frame construction. One of the critical aspects of the moment resisting frames is the connections between the beams and the co
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Books on the topic "Special moment resisting frames"

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United States. Army. Corps of Engineers, ed. Steel special moment resisting frames (SMRF): Engineering and design. Dept. of the Army, U.S. Army Corps of Engineers, 1995.

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United States. Army. Corps of Engineers, ed. Engineering And Design Steel Special Moment Resisting Frames (SMRF)... U.S. Department Of Defense... November 30, 1995. s.n., 1998.

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Der, Kenneth Wally. Automated design and investigation of moment resisting frames. 1994.

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Erdey, Charles K. Seismic Design of Steel Moment-Resisting Frames, LRFD Method. Structural Guidelines Series, 2001.

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Book chapters on the topic "Special moment resisting frames"

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Silwal, Baikuntha, Osman E. Ozbulut, and Robert J. Michael. "Incremental Dynamic Analyses of Steel Moment Resisting Frames with Superelastic Viscous Dampers." In Special Topics in Structural Dynamics, Volume 6. Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-29910-5_17.

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Mohamed Nazri, Fadzli. "Moment-Resisting Frames (MRFs)." In Seismic Fragility Assessment for Buildings due to Earthquake Excitation. Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-7125-6_3.

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Tsitos, Antonios, and Gilberto Mosqueda. "Experimental Investigation of the Progressive Collapse of a Steel Special Moment-Resisting Frame and a Post-tensioned Energy-Dissipating Frame." In Role of Seismic Testing Facilities in Performance-Based Earthquake Engineering. Springer Netherlands, 2011. http://dx.doi.org/10.1007/978-94-007-1977-4_19.

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Mazzolani, F. M. "Design of Moment Resisting Frames." In Seismic Resistant Steel Structures. Springer Vienna, 2000. http://dx.doi.org/10.1007/978-3-7091-2480-2_4.

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Dubina, D., A. Stratan, G. De Matteis, and R. Landolfo. "Seismic performance of dual steel moment-resisting frames." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198-78.

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Vayas, I., and A. Spiliopoulos. "Low-cycle fatigue behaviour of moment resisting frames." In Behaviour of Steel Structures in Seismic Areas. CRC Press, 2021. http://dx.doi.org/10.1201/9781003211198-88.

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Nguyen, Luc-Hoang-Hiep, and Duc-Duy Ho. "Vibration-Based Damage Identification of Steel Moment-Resisting Frames." In Lecture Notes in Civil Engineering. Springer Singapore, 2020. http://dx.doi.org/10.1007/978-981-15-5144-4_35.

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Yamada, Satoshi. "Evaluation of Earthquake Resistance of Steel Moment Resisting Frames." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-73932-4_19.

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James, Anjaly, and Asha Joseph. "Evaluation of Progressive Collapse Resistance of Steel Moment Resisting Frames." In Lecture Notes in Civil Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-55115-5_6.

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Lignos, Dimitrios G., Helmut Krawinkler, and Andrew S. Whittaker. "Collapse Assessment of Steel Moment Resisting Frames Under Earthquake Shaking." In Computational Methods in Applied Sciences. Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-94-007-0053-6_1.

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Conference papers on the topic "Special moment resisting frames"

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Zareian, F., D. G. Lignos, and H. Krawinkler. "Evaluation of Seismic Collapse Performance of Steel Special Moment Resisting Frames Using FEMA P695 (ATC-63) Methodology." In Structures Congress 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)116.

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Elkady, Ahmed, and Dimitrios G. Lignos. "Effect of Composite Action on the Dynamic Stability of Special Steel Moment Resisting Frames Designed in Seismic Regions." In Structures Congress 2013. American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784412848.188.

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Silva, Antonio, Yadong Jiang, Luis Macedo, Jose Miguel Castro, and Ricardo Monteiro. "Seismic performance assessment of conventional steel and steel-concrete composite moment frames using CFST columns." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7165.

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The research reported in this paper focuses on the assessment of the seismic performance of conventional steel moment-resisting frames (MRFs) and steel-concrete composite moment-resisting frames employing circular Concrete-Filled Steel Tube (CFST) columns. Two comparable archetypes (i.e. one steel MRF, with steel columns and steel beams; and one composite MRF, with circular CFST columns and steel beams) are designed, and used as the basis for comparison between the seismic performance associated with each typology. Both structures are designed against earthquake loads following the recommendat
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Hesameddin, P. Khajeh, A. Irfanoglu, T. J. Hacker, and B. Rohler. "Using Pegasus Scientific Workflows to Investigate the Effects of Material Property Variations on the Seismic Response of a Steel Special Moment Resisting Frame." In Structures Congress 2015. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479117.202.

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Basagiannis, Christos, and Martin Williams. "APPLICATION OF ELASTOMERIC DAMPERS TO STEEL MOMENT RESISTING FRAMES." 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/10.7712/120117.5779.18169.

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MacRae, Gregory, David Fields, Ibrahim Turkman, and Hiroyuki Tagawa. "Effect of Shaking Characteristics on Steel Moment-Resisting Frames." In Structures Congress 2000. American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40492(2000)106.

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Lignos, Dimitrios G., Carlos Molina-Hunt, Andrew D. Krebs, and Sarah L. Billington. "Comparison of Retrofitting Techniques for Existing Steel Moment Resisting Frames." In ATC and SEI Conference on Improving the Seismic Performance of Existing Buildings and Other Structures. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41084(364)90.

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Fragiadakis, Michalis, Dimitrios Vamvatsikos, and Mark Aschheim. "Applicability of Nonlinear Static Procedures to RC Moment-Resisting Frames." In Structures Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)192.

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Li, Honghao. "Experimental Study on Robustness of Three-Dimensional Steel Moment-Resisting Frames." In Structures Conference 2018. American Society of Civil Engineers, 2018. http://dx.doi.org/10.1061/9780784481349.025.

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Cavallaro, Giovanni Ferrante, and Antonella Bianca Francavilla. "Design of steel moment resisting frames for real scale pseudodynamic tests." In CENTRAL EUROPEAN SYMPOSIUM ON THERMOPHYSICS 2019 (CEST). AIP Publishing, 2019. http://dx.doi.org/10.1063/1.5114255.

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Reports on the topic "Special moment resisting frames"

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Hamburger, Ronald O., Helmut Krawinkler, James O. Malley, and Scott M. Adan. Seismic design of steel special moment frames:. National Institute of Standards and Technology, 2009. http://dx.doi.org/10.6028/nist.gcr.09-917-3.

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Moehle, Jack P., John D. Hooper, and Christopher D. Lubke. Seismic design of reinforced concrete special moment frames :. National Institute of Standards and Technology, 2008. http://dx.doi.org/10.6028/nist.gcr.08-917-1.

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Speicher, Matthew S., Jazalyn D. Dukes, and Kevin K. Wong. Collapse risk of steel special moment frames per FEMA P695. National Institute of Standards and Technology, 2020. http://dx.doi.org/10.6028/nist.tn.2084.

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Uribe, Raul, Siamak Sattar, Matthew S. Speicher, and Luis Ibarra. Impact of ground motion selection methods on the seismic assessment of steel special moment frames. National Institute of Standards and Technology, 2018. http://dx.doi.org/10.6028/nist.tn.1992.

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Moehle, Jack P., and John D. Hooper. Seismic Design of Reinforced Concrete Special Moment Frames: A Guide for Practicing Engineers, Second Edition. National Institute of Standards and Technology, 2016. http://dx.doi.org/10.6028/nist.gcr.16-917-40.

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Harris III, John L., and Matthew S. Speicher. Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings, Volume 1: Special Moment Frames. National Institute of Standards and Technology, 2015. http://dx.doi.org/10.6028/nist.tn.1863-1.

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Hamburger, Ronald O., and James O. Malley. NEHRP Seismic Design Technical Brief No. 2 - Seismic Design of Steel Special Moment Frames: A Guide for Practicing Engineers Second Edition. National Institute of Standards and Technology, 2016. http://dx.doi.org/10.6028/nist.gcr.16-917-41.

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