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Relevant bibliographies by topics / Moment resisting braced frames

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Academic literature on the topic 'Moment resisting braced frames'

Author: Grafiati

Published: 5 June 2025

Last updated: 2 August 2025

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Journal articles on the topic "Moment resisting braced frames"

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K, RAGHU, Kumar S. R. Sathish, and Narayana G. "RESILIENT SLIP FRICTION JOINT FOR STEEL MOMENT RESISTING BRACED FRAME." ADVANCED ENGINEERING SCIENCE 54, no. 02 (2022): 2816–32. https://doi.org/10.5281/zenodo.7483403.

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Recent studies shows that major earthquakes has end up in the severe damage of the structure, which led engineers in find of techniques which not only provide people’s safety, but also aspire to cutdown damages in the structures. In this article, a single bay, ten-story concentric braced frame with non-buckling bracing is developed to study the energy dissipation. Particularly this evaluation is done to check their stability after earthquake loadings. Traditional lateral force resisting systems include moment resistant frames and frames that are concentrically braced. This Traditional la

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Filiatrault, A., and S. Cherry. "Performance Evaluation of Friction Damped Braced Steel Frames under Simulated Earthquake Loads." Earthquake Spectra 3, no. 1 (1987): 57–78. http://dx.doi.org/10.1193/1.1585419.

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This paper presents the results obtained from tests of a new friction damping system, which has been proposed in order to improve the response of steel Moment Resisting Frames (MRF) and Braced Moment Resisting Frames (BMRF) during severe earthquakes. The system consists of a mechanism containing brake lining pads introduced at the intersection of frame cross-braces. Seismic tests of a three storey Friction Damped Braced Frame (FDBF) model were performed on an earthquake simulator table. The experimental results are compared with the findings of an inelastic time-history dynamic analysis. The r

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Abdulridha, Abdulkhalik. "Behavior of a Multi-Story Steel Structure with Eccentric X-Brace." Frattura ed Integrità Strutturale 17, no. 66 (2023): 273–96. http://dx.doi.org/10.3221/igf-esis.66.17.

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Eccentrically Braced Frames (EBFs) outperform moment-resisting frames in seismically active regions because of their strength, stiffness, energy dissipation, and ductility. Conventional bracing systems, such as X, Y, V, or K types, are utilized to enhance structural integrity. This study employs computational modelling to analyze multi-story steel buildings featuring an eccentric X-brace system. In this investigation, 120 multi-story steel frame buildings were selected. These multi-story structures comprise six-, nine-, and twelve-story geometries. ETABS built a full-scale FE model of multi-st

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K, RAGHU, Kumar S. R. Sathish, and Narayana G. "AN ANALYTICAL STUDY ON DETERMINING THE FUNCTIONAL POTENTIALITY OF NON MOMENT RESISTING BRACED FRAMES TO MINIMIZE EARTHQUAKE INDUCED DAMAGE." ADVANCED ENGINEERING SCIENCE 54, no. 02 (2022): 2593–619. https://doi.org/10.5281/zenodo.7483390.

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Abstract: In this research article, an analytical study on determining the functional potentiality of non moment resisting braced frames to minimize earthquake induced damage has been presented. A self-centering damage avoidance idea called a Resilient Slip Friction Joint (RSFJ) was created for steel Moment Resisting Frames employing a unique Resilient Slip Friction Joint (RSFJ). The RSFJs make it possible for a gap to open up in the connection during loading, and they re-center the system when loading has been completed. An analytical model was constructed in order to precisely anticipate the

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Longo, Alessandra, Elide Nastri, and Vincenzo Piluso. "Theory of Plastic Mechanism Control: State-of-The-Art." Open Construction and Building Technology Journal 8, no. 1 (2014): 262–78. http://dx.doi.org/10.2174/1874836801408010262.

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In this paper, the state-of-the-art regarding the “Theory of Plastic Mechanism Control” (TPMC) is presented. TPMC is aimed at the design of structures assuring a collapse mechanism of global type. The theory has been developed in the nineties with reference to moment-resisting steel frames (MRFs) and progressively extended to all the main structural typologies commonly adopted as seismic-resistant structural systems. In particular, the outcome of the theory is the sum of the plastic moments of the columns required, at each storey, to prevent undesired failure modes, i.e. partial mechanisms and

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Li, Guo Chang, Fei Tian, Zhi Jian Yang, and Guo Zhong Zhang. "Finite Element Analysis on K-Type External Braced Steel Frame System." Key Engineering Materials 763 (February 2018): 495–501. http://dx.doi.org/10.4028/www.scientific.net/kem.763.495.

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The concept of moment resisting frames with K-type external braces is proposed to increase the lateral stiffness, which has short external span and large lateral stiffness. In order to investigate the lateral stiffness, overstrength coefficient and the reduction factor of K-type external brace under horizontal load, ABAQUS was applied to study the different slenderness ratios (from50 to 150) of K-type external steel braced frames. The results showed that the lateral load and displacement curve can be divided into elastic stage, the buckling of the compressive brace-yield of the tensile brace s

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Gül, Erdal, and Zeynep Fırat Alemdar. "Numerical investigation on stress concentrations of circular steel X joints." Journal of Structural Engineering & Applied Mechanics 7, no. 1 (2024): 1–23. http://dx.doi.org/10.31462/jseam.2024.01001023.

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The most important reasons for the usage of steel as a building material are its high strength and ductile behavior, which can be defined as inelastic deformation or displacement capacity under a certain load. Steel frames are required to sustain the horizontal loads during an earthquake. The steel frames are classified as moment-resisting steel frames, concentric steel braced frames, eccentric braced steel frames, and buckling restrained braced frames. These steel frames can be designed with a high ductility level frame, limited ductility level frames, and ductility level mixed frames. In thi

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Mohammadi, Sajjad, Abd-ol-Reza Sarvghad Moghaddam, and Alireza Faroughi. "The effect of number and position of braced frames on column behavior of the dual steel structural system (MRF and EBF) (With a view on amplified seismic load)." Ciência e Natura 37 (December 21, 2015): 277. http://dx.doi.org/10.5902/2179460x20858.

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In seismic design of structures, determination of number and position of braced frames, considering the architectural scheme of projects, is usually confronted by obstacles. Due to this fact, in some cases, selecting the best location and number of braced bays has led to mistakes in determination of their adjacent members (columns) design loads. One of the seismic design requirements of lateral resisting system is to control the columns adjacent to braced bays for load combinations of amplified seismic load, which is a function of over-strength factor of the structure. This research aims to pr

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Mukesh, Rai*1 &. Prof. M.C. Paliwal2. "A COMPARATION OF OMRF BRACED & OMRF NON BRACED RC FRAME CONSIDERING EARTHQUAKE LOADING." INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY 6, no. 10 (2017): 488–503. https://doi.org/10.5281/zenodo.1036362.

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With the advancement in field of high rise construction, various types of frame arrangements have been emerged. Regular bare frame, Irregular plaza frame and Irregular stepped frame being examples of the modern high rise types are advantageous in terms of aesthetic and structural functioning. Seismic evaluation will provide a general idea about the building performance during an earthquake. In this study Ordinary Moment Resisting Frame with bracing and Ordinary Moment Resisting Frame are considering as structural frame and comparison are made for seismic load. The objective of this study is to

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Tremblay, Robert, André Filiatrault, Peter Timler, and Michel Bruneau. "Performance of steel structures during the 1994 Northridge earthquake." Canadian Journal of Civil Engineering 22, no. 2 (1995): 338–60. http://dx.doi.org/10.1139/l95-046.

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The performance of concentrically braced steel frames and moment resisting steel frames during the January 17, 1994, Northridge, California, earthquake is examined. Most of the observations made during the reconnaissance visits confirmed the current knowledge on the inelastic response of these structural systems. This permits the anticipation of proper seismic behavior for buildings designed according to the seismic provisions that have been recently introduced in the Canadian building code and standard for steel structures. In some cases, however, the observed damage raised concerns that shou

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Dissertations / Theses on the topic "Moment resisting braced frames"

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Liebau, Corey. "Eccentrically Braced Frames in Combination with Moment Frames to Re-Center Buildings After a Seismic Event." University of Cincinnati / OhioLINK, 2020. http://rave.ohiolink.edu/etdc/view?acc_num=ucin1595499892303185.

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Atlayan, Ozgur. "Hybrid Steel Frames." Diss., Virginia Tech, 2013. http://hdl.handle.net/10919/50562.

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The buildings that are designed according to the building codes generally perform well at severe performance objectives (like life safety) under high earthquake hazard levels. However, the building performance at low performance objectives (like immediate occupancy) under low earthquake hazards is uncertain. The motivation of this research is to modify the design and detailing rules to make the traditional systems perform better at multi-level hazards.<br /><br />This research introduces two new structural steel systems: hybrid Buckling Restrained Braced Frames (BRBF) and hybrid steel Moment F

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Buell, Grant. "Comparison of structural steel lateral force resisting systems for a theoretical hospital grid system." Manhattan, Kan. : Kansas State University, 2009. http://hdl.handle.net/2097/2321.

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Al-Sadoon, Zaid. "Seismic Retrofitting of Conventional Reinforced Concrete Moment-Resisting Frames Using Buckling Restrained Braces." Thesis, Université d'Ottawa / University of Ottawa, 2016. http://hdl.handle.net/10393/34755.

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Reinforced concrete frame buildings designed and built prior to the enactment of modern seismic codes of the pre-1970’s era are considered seismically vulnerable, particularly when they are subjected to strong ground motions. It is the objective of this research to develop a new and innovative seismic retrofit technology for seismic upgrading of nonductile or limited ductility reinforced concrete frame buildings involving the implementation of buckling restrained braces. To achieve this objective, combined experimental and analytical research was conducted. The experimental research involved t

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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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Kinali, Kursat. "Seismic Fragility Assessment of Steel Frames in the Central and Eastern United States." Diss., Georgia Institute of Technology, 2007. http://hdl.handle.net/1853/14528.

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The Central and Eastern United States (CEUS) is a region that is characterized by low frequency-high consequence seismic events such as the New Madrid sequence of 18111812. The infrequent nature of earthquakes in the region has led to a perception that the seismic risk in the area is low, and the current building stock reflects this perception. The majority of steel-framed buildings in the CEUS were designed without regard to seismic loads. Such frames possess limited seismic resistance, and may pose an unacceptable risk if a large earthquake were to occur in the region. A key ingredient of bu

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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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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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Hague, Samuel Dalton. "Eccentrically braced steel frames as a seismic force resisting system." Kansas State University, 2013. http://hdl.handle.net/2097/15610.

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Master of Science<br>Department of Architectural Engineering<br>Kimberly Waggle Kramer<br>Braced frames are a common seismic lateral force resisting system used in steel structure. Eccentrically braced frames (EBFs) are a relatively new lateral force resisting system developed to resist seismic events in a predictable manner. Properly designed and detailed EBFs behave in a ductile manner through shear or flexural yielding of a link element. The link is created through brace eccentricity with either the column centerlines or the beam midpoint. The ductile yielding produces wide, balanced hyster

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Books on the topic "Moment resisting braced 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 "Moment resisting braced frames"

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Mokhtari, Mahdi, Abrar Islam, and Ali Imanpour. "Comparison of the Seismic Performance of Steel Moment-Resisting Frames and Moment-Resisting Knee Braced Frames." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2022. http://dx.doi.org/10.1007/978-981-19-0507-0_25.

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Lotfollahi, M., M. Alinia, and E. Taciroglu. "On the characteristics of brace-frame interaction in diagonally and X-braced moment resisting frames." In Insights and Innovations in Structural Engineering, Mechanics and Computation. CRC Press, 2016. http://dx.doi.org/10.1201/9781315641645-192.

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Junaid, J., and Deepthy S. Nair. "Enhancing Seismic Performance of Moment-Resisting Frames Using Braced Corrugated Shear Panel." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. https://doi.org/10.1007/978-3-031-70431-4_46.

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Montuori, Rosario, Elide Nastri, Vincenzo Piluso, and Paolo Todisco. "Simplified Rules for the Evaluation of Moment Resisting Frames and Concentrically Braced Frames Seismic Performances." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-03811-2_108.

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Mohsenzadeh, Vahid, and Lydell Wiebe. "Replaceable Brace Modules for Concentrically Braced Frames: Test Results from Substructure with Moment-Resisting Beam-Column Connections." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-03811-2_93.

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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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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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Conference papers on the topic "Moment resisting braced frames"

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Lukačević, Ivan, Tomislav Maleta, and Darko Dujmovic. "Behaviour of dual eccentrically braced steel frames with short and long seismic links." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.1673.

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<p>Dual structures obtained by combining moment resisting frames with innovative bracing systems such as replaceable shear panels or seismic links have significant advantages among conventional solutions. The major advantages of such systems are energy dissipation in the specific locations and re-centring capability which significantly reduces repair costs. On the other hand, design of such systems is driven with specific requirements such as combining different steel grades to ensure elastic behaviour of the flexible part of the system. This paper deals with comparative behaviour analys

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Lotfollahi, Mehrdad, Mohammad Mehdi Alinia, Ertugrul Taciroglu, et al. "A Validated Finite Element Procedure for Buckling Simulation of Diagonally Braced Moment Resisting Frames." In NUMERICAL ANALYSIS AND APPLIED MATHEMATICS ICNAAM 2011: International Conference on Numerical Analysis and Applied Mathematics. AIP, 2011. http://dx.doi.org/10.1063/1.3637011.

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Lukačević, Ivan, Emanuel Krupa-Jurić, Ivan Ćurković, and Marko Barišić. "BEHAVIOUR OF DUAL STEEL FRAMES WITH INNOVATIVE DOUBLE SKIN COLD-FORMED STEEL CONCRETE COMPOSITE SHEAR WALLS." In 3rd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2025. https://doi.org/10.5592/co/3crocee.2025.105.

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Dual systems that combine moment-resisting frames with innovative replaceable bracing systems offer significant advantages over conventional solutions. The key benefits of these systems include energy dissipation at specific locations and a re-centring capability, which substantially reduces repair costs. However, the design of such systems must meet specific requirements, such as using higher steel grades to ensure the part of the system remains elastic and structural solutions for the double skin cold formed shear wall filled with concrete which ensure the system’s ductile behaviour. This pa

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Lotfollahi, Mehrdad, Mohamad M. Alinia, and Ertugrul Taciroglu. "High-fidelity inelastic post-buckling response for balanced design and performance improvement of X-braced moment resisting frames." In International Conference on Performance-based and Life-cycle Structural Engineering. School of Civil Engineering, The University of Queensland, 2015. http://dx.doi.org/10.14264/uql.2016.845.

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Dewi, Listya, I. Nengah Sinarta, and Putu Ika Wahyuni. "Analysis comparison of moment resisting frame system and concentrically braced frame system using inverted – VBrace." In 1ST INTERNATIONAL CONFERENCE & SYMPHOSIUM ON CONSTRUCTION INDUSTRY DEVELOPMENT: Value Added Construction. AIP Publishing, 2023. http://dx.doi.org/10.1063/5.0118879.

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Ceccolini, Nicola, Alessandro Zona, Andrea Dall’Asta, and Gaetano Della Corte. "Influence of design criteria on the seismic response of single-storey steel buildings." In IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.0624.

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<p>Structural design in seismic areas could be based on either dissipative or non-dissipative concepts, as for example allowed in European and Italian codes. In the first case, capacity design is the basis of structural dimensioning; both strength and ductility verifications are required. In the second case, structural elements are designed to remain in the elastic field under the assigned design seismic input; ductility verifications are not enforced. In steel structures, these two design approaches might lead to very different seismic structural performances, depending on the role that

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Farhoud, Hamdy, and Islam M. Mantawy. "Additive Manufacturing Techniques for Repairable Braced Frames." In IABSE Symposium, Manchester 2024: Construction’s Role for a World in Emergency. International Association for Bridge and Structural Engineering (IABSE), 2024. http://dx.doi.org/10.2749/manchester.2024.0753.

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<p>Special concentrically braced frames (SCBFs) have been used in lateral load-resisting systems over the last decades. SCBFs are designed to provide significant inelastic deformation capacity primarily through tensile yielding and compression buckling. Even though SCBFs satisfy design requirements for life safety, they sustain high levels of damage which results in economic losses due to the need for replacement. This paper proposes a new concept that focuses on concentrating the damage due to tensile yielding and inelastic buckling in a segment of the brace (fuse) while protecting the

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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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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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TAFRAOUT, Salim. "Seismic performance of automatically generated ductile moment resisting frames." In Civil and Environmental Engineering for Resilient, Smart and Sustainable Solutions. Materials Research Forum LLC, 2025. https://doi.org/10.21741/9781644903414-23.

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Abstract. In line with the modernization trend within the Architecture, Engineering, and Construction (AEC) sector, which lags behind the advancements of the 4th industrial revolution, there is a growing focus on automating structural design at an early stage, particularly emphasizing interdisciplinary interfaces. This paper aims to refine and enhance the performance of a recently proposed method to aid in the automation and optimization of the structural design of reinforced concrete moment-resisting frames (MRFs). The proposed method involves generating an optimized layout for a given archit

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Reports on the topic "Moment resisting braced frames"

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Hammad, Ali, and Mohamed Moustafa. Seismic Behavior of Special Concentric Braced Frames under Short- and Long-Duration Ground Motions. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2019. http://dx.doi.org/10.55461/zont9308.

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Over the past decade, several long-duration subduction earthquakes took place in different locations around the world, e.g., Chile in 2010, Japan in 2011, China in 2008, and Indonesia in 2004. Recent research has revealed that long-duration, large-magnitude earthquakes may occur along the Cascadia subduction zone of the Pacific Northwest Coast of the U.S. The duration of an earthquake often affects the response of structures. Current seismic design specifications mostly use response spectra to identify the hazard and do not consider duration effects. Thus, a comprehensive understanding of the

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RETROFIT EFFECT AND FLEXURAL CAPACITY OF H-SECTION BEAM- THROUGH BEAM-COLUMN CONNECTIONS FOR STEEL MODULAR FRAMES. The Hong Kong Institute of Steel Construction, 2025. https://doi.org/10.18057/ijasc.2025.21.2.4.

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Beam-through steel beam-column configurations are distinct from traditional column-through steel structures because they discontinue columns at each floor by bolting upper and lower columns to floor beam flanges. It facilitates modular manufacturing and floor/modular erection, which provides more opportunities for low to mid-level steel structures. Compared to its constructability superiority, beam-through configurations typically create a weaker beam-column joint than traditional beam-column connections adopted in the current building codes. In a numerical approach, this study investigates th

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