Relevant bibliographies by topics / Braced frame

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Braced frame'

Author: Grafiati
Published: 4 June 2021
Last updated: 26 July 2025

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Journal articles on the topic "Braced frame"

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Chu, Yun Peng, Yong Yao, Bin Xu, Yong Jun Deng, and Shu Lian Xiao. "The Damping Energy Dissipation Study on Buckling Restrained Brace in Multilayer Steel Frame." Advanced Materials Research 160-162 (November 2010): 910–14. http://dx.doi.org/10.4028/www.scientific.net/amr.160-162.910.

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The buckling-restrained brace has stable energy dissipation capability. It has been widely used in recent years. This paper uses finite element software ANSYS to do non-linear time history analysis for Center Braced Steel Frame, Eccentrically Braced Steel Frame, Buckling-restrained Braced Steel Frame under the earthquake. The results show that: (1) The peak acceleration, residual displacement and top floor displacement of buckling-restrained braced steel frame is smaller than the other two brace frames, provide support for the structure stability. (2) The damping energy and bracing energy diss
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Richard, Ralph M., Eric Keldrauk, and Jay Allen. "Lateral Force Distributions in Braced-Moment Frames." Engineering Journal 61, no. 2 (2024): 059–70. http://dx.doi.org/10.62913/engj.v61i2.1322.

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Braced frames intended to resist wind and seismic loads traditionally have been analyzed and designed as trusses with all joints modeled as pins, such that only the braces provide lateral force resistance. However, frames with gusset plate connections create a rigid joint zone between frame beams and columns, effectively resulting in moment frame behavior, particularly at larger drift angles when braces have yielded or buckled. Described herein are the force distributions for buckling-restrained braced frames (BRBF) subjected to story drift angles, where the lateral resistance of the frame com
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Sabbagh-Yazdi, Saeed-Reza, and Ainullah Mirzazadah. "Comparing Numerical Results for Seismic Performance of Portal Steel Frames Braced with Steel: HSS Brace, Glulam Timber Brace, and Timber-Steel-BRB." Advances in Civil Engineering 2022 (July 20, 2022): 1–17. http://dx.doi.org/10.1155/2022/2705691.

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This study involves the application of timber-based bracings elements. For this purpose, seismic analyses are performed on special portal steel frames without the brace and diagonally braced with Glued Laminated Timber (glulam) and Timber-Steel Buckling Restrained Brace (TS-BRB), and the results are compared with the same configuration using steel Hollow Structural Sections (HSS) bracing, using OpenSees structural analyzer. First, to verify the accuracy of the modeling, the numerical results are compared with experimental measurements on several types of elements: (a) diagonally braced frame w
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Hu, Jong Wan, Dong Ho Choi, and Dong Keon Kim. "Inelastic behavior of smart recentering buckling-restrained braced frames with superelastic shape memory alloy bracing systems." Proceedings of the Institution of Mechanical Engineers, Part C: Journal of Mechanical Engineering Science 227, no. 4 (2012): 806–18. http://dx.doi.org/10.1177/0954406212457730.

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Buckling-restrained braced frames are steadily replacing concentrically braced frames because buckling-restrained brace can yield without buckling when subjected to both tension and compression. Though buckling-restrained brace frames are being widely used as framing structures for construction in high seismicity areas, it is shown that at large strains, a considerable amount of permanent deformation is produced at the support connector between the brace and the frame. This drawback can be overcome by providing recentering capabilities to the braced frame system. By applying the concept of a r
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Zhou, Zhi Hao, Camillo Nuti, Davide Lavorato, and Alessandro Vittorio Bergami. "Cyclic Behaviors of Steel Braces in Concentrically Braced Frames." Applied Mechanics and Materials 847 (July 2016): 128–34. http://dx.doi.org/10.4028/www.scientific.net/amm.847.128.

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In this paper, a new model named as “brace01” for steel brace is presented on the basis of experimental data on different types of steel struts. This model shows a peasant capability in the structural analysis of Concentrically Braced Frames. A brace is idealized as a pin-ended member with a plastic hinge located at its midspan. This expression of the model is proposed by combining the mechanical properties and the phenomenological characters. The model for steel brace is implemented in an effective way in OpenSees. The calibration of the material model is done by comparing the numerical curve
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Orgev, Ahmet Alperen, Serdar Selamet, and Cuneyt Vatansever. "Seismic Performance of Multistory Chevron‐braced Steel Structures with Yielding Beams." ce/papers 6, no. 3-4 (2023): 2238–43. http://dx.doi.org/10.1002/cepa.2395.

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AbstractLateral loads are resisted by braces in concentrically braced frames. Therefore, braces meet the demand for the load combination based on the seismic provisions. The rest of the system including the connections are determined according to the capacity‐based design, where the brace members yield under tension and buckle under compression. Chevron or inverted V‐braced frames are generally preferred because they allow large openings for doors and windows. However, the seismic‐design requirements in current building codes lead to deep, heavy chevron beams to resist the unbalanced load at b
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Hadjioannou, Michalis, Aldo E. McKay, and Phillip C. Benshoof. "Full-Scale Blast Tests on a Conventionally Designed Three-Story Steel Braced Frame with Composite Floor Slabs." Vibration 4, no. 4 (2021): 865–92. http://dx.doi.org/10.3390/vibration4040049.

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This paper summarizes the findings of two full-scale blasts tests on a steel braced frame structure with composite floor slabs, which are representative of a typical office building. The aim of this research study was to experimentally characterize the behavior of conventionally designed steel braced frames to blast loads when enclosed with conventional and blast-resistant façade. The two tests involved a three-story, steel braced frame with concentrical steel braces, which are designed to resist typical gravity and wind loads without design provisions for blast or earthquake loads. During the
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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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Imanpour, Ali, and Robert Tremblay. "Seismic design and response of steel multi-tiered concentrically braced frames in Canada." Canadian Journal of Civil Engineering 43, no. 10 (2016): 908–19. http://dx.doi.org/10.1139/cjce-2015-0399.

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This article investigates the seismic design and response of steel multi-tiered concentrically braced frames (MT-BFs) in which braces meet at columns between diaphragms. The seismic design provisions of CSA S16-14 are described and illustrated for three-tiered Type MD (moderately ductile) and five-tiered Type LD (limited ductile) braced frames. Analysis methods are proposed to evaluate the in-plane flexural demand on columns. The seismic response of the frames is examined through nonlinear response history analysis. As assumed in design, inelastic deformations tend to concentrate in one tier o
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Gengshu, Tong, and Shi Zuyuan. "The Stability of Weakly Braced Frames." Advances in Structural Engineering 4, no. 4 (2002): 211–15. http://dx.doi.org/10.1260/136943301320896688.

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This paper reports an investigation into the buckling of frames with braces whose stiffness is insufficient to prevent sway buckling. Formulae are presented to calculate the effective column length for these weakly braced frames. Threshold stiffness values for the braces are obtained which are just enough to make frame buckle in a non-sway mode. After taking the influence of initial imperfection and lateral loads into account the brace threshold stiffness may be used as a rational basis for classifying sway frames and non-sway frames.
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Dissertations / Theses on the topic "Braced frame"

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Burkholder, Margaux Claire. "Performance Based Analysis of a Steel Braced Frame Building With Buckling Restrained Braces." DigitalCommons@CalPoly, 2012. https://digitalcommons.calpoly.edu/theses/715.

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This paper provides an assessment of the seismic performance of a code-designed buckling restrained braced frame building using the performance-based analysis procedures prescribed in ASCE 41-06. The building was designed based on the standards of the ASCE 7-05 for a typical office building located in San Francisco, CA. Nonlinear modeling parameters and acceptance criteria for buckling restrained brace components were developed to match ASCE 41-06 design standards for structural steel components, since buckling restrained braces are not currently included in ASCE 41-06. The building was evalua
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Coy, Bradly B. "Buckling-Restrained Braced Frame Connection Design and Testing." Diss., CLICK HERE for online access, 2007. http://contentdm.lib.byu.edu/ETD/image/etd2030.pdf.

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Blebo, Felix C. "Parametric Study of Seismic-Resistant Friction-Damped Braced Frame System." University of Akron / OhioLINK, 2013. http://rave.ohiolink.edu/etdc/view?acc_num=akron1373818133.

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Adams, Scott Michael. "Performance-Based Analysis of Steel Buildings: Special Concentric Braced Frame." DigitalCommons@CalPoly, 2010. https://digitalcommons.calpoly.edu/theses/389.

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The performance-based analysis methods and evaluation criteria in ASCE 41-06 were used to evaluate a special concentric braced frame building based on the design standards in ASCE 7-05. A rectangular, six-story office building was evaluated using linear static, linear dynamic, nonlinear static, and nonlinear dynamic procedures. The results showed that the linear procedures underestimated damage compared to the nonlinear procedures, with the building performing to Life Safety for the linear procedures, and the nonlinear procedures indicating component damage beyond the intended Life Safety limi
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Matthews, Mark Thurgood. "Impact of Large Gravity Loads on Buckling Restrained Braced Frame Performance." Diss., CLICK HERE for online access, 2009. http://contentdm.lib.byu.edu/ETD/image/etd3286.pdf.

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Gopagani, Vikas. "PARAMETRIC STUDY OF SIX-STORY STRUCTURE WITH SELF-CENTERING CONCENTRICALLY BRACED FRAMES AND VARYING MASS PER FRAME." University of Akron / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=akron1481127338702325.

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Caruso, Juliano Anthony. "Performance of seismically deficient existing braced steel frame structures with flexible diaphragms." Thesis, McGill University, 2013. http://digitool.Library.McGill.CA:80/R/?func=dbin-jump-full&object_id=114363.

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Concentrically-braced frames (CBFs) are among the most common seismic force resisting systems (SFRSs) used in Canada and across the world. In single-storey applications, these braces are often paired with a flexible steel diaphragm as a means of effectively transferring the seismic forces through the SFRS. Seismic loads are determined using the 2010 NBCC, while the design and detailing requirements for CBFs are provided by the CSA S16-09 Standard. The capacity design philosophy is used, in which one element in the SFRS is designed to undergo large inelastic deformations in the event of a stron
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Fuqua, Brandon W. "Buckling restrained braced frames as a seismic force resisting system." Manhattan, Kan. : Kansas State University, 2009. http://hdl.handle.net/2097/1131.

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Anozie, Valencia Chibuike. "Parametric Study of Friction-Damped Braced Frames with Buckling-Restrained Columns using Recommended Frame and BRC Strength Factors." University of Akron / OhioLINK, 2017. http://rave.ohiolink.edu/etdc/view?acc_num=akron1500294960127361.

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Federico, Giovanni. "Use of Cast Modular Components for Concentrically Braced Steel Frames." Diss., The University of Arizona, 2012. http://hdl.handle.net/10150/268572.

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Cast modular components have been under development for earthquake resistant steel structures. These concepts take advantage of the versatility in geometry afforded with the casting process to create components specifically configured for ductile behavior. Two systems were developed as part of this dissertation research: (1) the Cast Modular Ductile Bracing system (CMDB); (2) the Floating Brace system (FB).The CMDB system makes use of cast components introduced at the ends and the center of the brace to produce a special bracing detail with reliable strength, stiffness and deformation capacity
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Books on the topic "Braced frame"

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Medhekar, Manoj S. Seismic evaluation of steel buildings with concentrically braced frames. Dept. of Civil and Environmental Engineering, University of Alberta, 1997.

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David, Anderson, and European Commission, eds. COST C1: Composite steel-concrete joints in braced frames for buildings. European Commission, 1997.

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Nast, Trina E. Cyclic behavior of stiffened gusset plate-brace member assemblies. Dept. of Civil and Environmental Engineering, University of Alberta, 1999.

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Leslie, Thomas. Steel and Wind: The Braced Frame, 1890–1897. University of Illinois Press, 2017. http://dx.doi.org/10.5406/illinois/9780252037542.003.0004.

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This chapter describes major structures built from 1890 to 1897, many of which featured wind-braced frames that used steel to reduce spatially inefficient masonry walls and piers. Before the late nineteenth century, wind bracing had rarely been more than a minor consideration in structural calculations—the dead weight of brick or stone construction could absorb all but the most severe wind forces. However, the lighter weight of skeletal buildings, their increased height, and the unreliable nature of iron connections brought this issue to the fore. Chicago's tall building designers of the 1880s
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Leslie, Thomas. “Built Mostly of Itself”: Chicago and Clay, 1874–1891. University of Illinois Press, 2017. http://dx.doi.org/10.5406/illinois/9780252037542.003.0002.

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This chapter describes major structures built from 1874–1891, which were dominated by taller masonry buildings that employed improved masonry, foundations, and fireproofing. Early fire-protected iron-framed buildings achieved modest increases in height over all-masonry structures. Wrapping iron columns and girders with terra-cotta jackets saved owners floor space that would otherwise have gone toward larger brick piers, though masonry was still the primary material for exterior walls. The result—jacketed iron structures inside surrounded by bearing masonry walls outside—was called “cage” const
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Couchman, G. H. Semi-continuous Braced Frames. Steel Construction Institute,The, 1997.

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Olson, Craig D. Performance of frictionally damped braced frames. 1987.

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Foster, Ed. Steel bicycle frame repair and modification.: Lugged, fillet brazed, and TIG welded frames. First edition. CreateSpace Independent Publishing Platform, 2016.

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Andrushko, John Gregory. Elastic-plastic analysis of a braced framed tube structure. 1987.

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Guyer, J. Introduction to Steel Braced Frames and Seismic Forces in Buildings. Independently Published, 2018.

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Book chapters on the topic "Braced frame"

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Tsai, Keh-Chyuan, Pao-Chun Lin, Ching-Yi Tsai, and An-Chien Wu. "Pseudo-dynamic Performance Evaluation of Full Scale Seismic Steel Braced Frame Braced frame Braced frame Braced frame Braced frame s Using Buckling-Restrained and In-Plane Buckling Braces." In Performance-Based Seismic Engineering: Vision for an Earthquake Resilient Society. Springer Netherlands, 2014. http://dx.doi.org/10.1007/978-94-017-8875-5_17.

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Hejazi, Farzad, and Keyhan Karimzadeh. "Braced Steel Frame System." In Analysis Procedure for Earthquake Resistant Structures. Springer Singapore, 2018. http://dx.doi.org/10.1007/978-981-10-8839-1_2.

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Nongsiej, Eshanya Tongper, Karthiga N. Shenbagam, A. Mohanraj, and Kartik Kapoor. "Analysis of Knee-Braced, x-braced Moment Frame for Ductility Based Seismic Design." In Lecture Notes in Civil Engineering. Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-16-5673-6_10.

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Singhal, Abhishek, and Yogendra Singh. "Seismic Performance of Eccentrically Braced Frame (EBF) Buildings." In Advances in Structural Engineering. Springer India, 2014. http://dx.doi.org/10.1007/978-81-322-2193-7_72.

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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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Jakab, Dominiq, Florea Dinu, Aurel Stratan, Ioan Marginean, and Dan Dubina. "Multi-hazard Robustness Assessment of Seismic Resistant Dual Frame Concentrically Braced Frames." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-03811-2_41.

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Farhoud, Hamdy, and Islam M. Mantawy. "Additively Manufactured Fuse for Concentric Braced Frame: Cylindrical Design." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-62884-9_22.

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Fameela, N. A., and R. Nikhil. "Progressive Collapse Response of Linked Column Braced Frame System." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2023. http://dx.doi.org/10.1007/978-3-031-39663-2_14.

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Madani, Hamid M., Lydell D. A. Wiebe, Peijun Guo, and Sanda Koboevic. "Influence of Concentrically Braced Frame Footing Design on Recovery Time." In Lecture Notes in Civil Engineering. Springer Nature Switzerland, 2024. http://dx.doi.org/10.1007/978-3-031-62884-9_87.

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Dakour, Mohamad, Anastasia Athanasiou, Lucia Tirca, and Ted Stathopoulos. "Inelastic Seismic Behaviour of Torsionally Sensitive Steel Braced Frame Buildings." In Geotechnical, Geological and Earthquake Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-84220-7_13.

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Conference papers on the topic "Braced frame"

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Williamson, Emily, Chris P. Pantelides, Hans-Erik Blomgren, and Douglas Rammer. "SEISMIC PERFORMANCE AND NONLINEAR MODEL OF MASS TIMBER BUCKLING RESTRAINED BRACED FRAME." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0348.

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Takashima, Masato, Hiroshi Tagawa, and Xingchen Chen. "Application of T-shaped steel splice member to brace-end connection of circular hollow section brace." In IABSE Symposium, Tokyo 2025: Environmentally Friendly Technologies and Structures: Focusing on Sustainable Approaches. International Association for Bridge and Structural Engineering (IABSE), 2025. https://doi.org/10.2749/tokyo.2025.3385.

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<p>Usage of hollow section braces is popular in steel structures for their superior performance. To connect tubular members with the structural frame, field-bolted connections between the slotted- in splice and gusset plates are often utilized. However, single-shear bolted connections have a higher risk of sway mode buckling because of the eccentricity between the gusset plate and the brace axis. This study proposes a brace end connection in which the T-shaped splice members are inserted into the tubular brace so that the gusset plate axis is identical with the brace axis. The T-shaped s
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Lotfollahi, Mehrdad, Massood Mofid, and Mohammad Mehdi Alinia. "Brace‐Frame Interaction in Tension Braced MRFs." In NUMERICAL ANALYSIS AND APPLIED MATHEMATICS: International Conference on Numerical Analysis and Applied Mathematics 2008. American Institute of Physics, 2008. http://dx.doi.org/10.1063/1.2990934.

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Hines, E. M., and C. C. Jacob. "Eccentric Braced Frame System Performance." In Structures Congress 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41130(369)121.

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Thibault, Pierre, Charles-Darwin Annan, and Pampa Dey. "Investigation of hybrid multi-core buckling-restrained brace components." In IABSE Congress, Ghent 2021: Structural Engineering for Future Societal Needs. International Association for Bridge and Structural Engineering (IABSE), 2021. http://dx.doi.org/10.2749/ghent.2021.1415.

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<p>Contemporary seismic-resistant design of steel braced frames is based on dissipating seismic energy through significant inelastic axial deformation in brace components. Buckling-restrained braced (BRB) frames are a type of concentrically braced frame (CBF) characterised by braces that yield both in tension and in compression. These braces therefore exhibit superior cyclic performance compared with traditional CBFs. However, buckling-restrained braces commonly display a low post- yield stiffness, causing substantial interstory drifts and large residual drifts after seismic events. More
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Kimura, Yoshihiro, Gregory MacRae, and Charles W. Roeder. "Steel Braced Frame Composite Column Connection Behavior." In Structures Congress 2001. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40558(2001)173.

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Liou, D. D. "Synopsis of Buckling-Restrained Braced Frame Design." In Structures Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413357.136.

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Hines, Eric M. "Eccentric Braced Frame Design for Moderate Seismic Regions." In Structures Congress 2009. American Society of Civil Engineers, 2009. http://dx.doi.org/10.1061/41031(341)86.

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Okazaki, Taichiro, Dimitrios G. Lignos, Tsuyoshi Hikino, and Kouichi Kajiwara. "Dynamic Response of a Steel Concentrically Braced Frame." In Structures Congress 2011. American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41171(401)84.

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Grubišić, Marin, Benjamin Pervan, and Ivica Guljaš. "PERFORMANCE EVALUATION OF CHEVRON BRACED FRAME AND TADAS DAMPER ON SEISMIC RESPONSE OF STEEL MRFs." In 2nd Croatian Conference on Earthquake Engineering. University of Zagreb Faculty of Civil Engineering, 2023. http://dx.doi.org/10.5592/co/2crocee.2023.17.

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The aim of this study is to evaluate the feasibility of seismically strengthening existing steel frames. Through computational analysis of the existing bare frame, two methods of seismic strengthening are proposed. The expected behaviour of each of the three tested steel frames was determined through an initial iterative calculation using numerical models. The dimensions for the two types of strengthening were established based on numerical analysis of the bare frame: one utilizing a specialized inverted V-bracing (Chevron) system, and the other utilizing a dissipative TADAS connection. Follow
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Reports on the topic "Braced frame"

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Ghowsi, Ahmad Fayeq, and Dipti Ranjan Sahoo. SEISMIC PERFORMANCE ASSESSMENT OF HYBRID SELF-CENTERING BUCKLING-RESTRAINED BRACED FRAME SYSTEMS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.126.

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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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Al-Azzawi, Hosam. Strength Tuned Steel Eccentric Braced Frames. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.6857.

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Morrison, Machel L. A DUCTILE FUSE FOR SPECIAL CONCENTRICALLY BRACED FRAMES. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.149.

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Kersting, Ryan A., Larry A. Fahnestock, and Walterio A. Lopez. Seismic design of steel buckling-restrained braced frames: a guide for practicing engineers. National Institute of Standards and Technology, 2016. http://dx.doi.org/10.6028/nist.gcr.15-917-34.

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Silva, A., J. M. Castro, and R. Monteiro. IMPLICATIONS OF MODELLING SIMPLIFICATIONS ON THE SEISMIC PERFORMANCE OF CONCENTRICALLY-BRACED STEEL FRAMED BUILDINGS. The Hong Kong Institute of Steel Construction, 2018. http://dx.doi.org/10.18057/icass2018.p.084.

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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 3: Eccentrically Braced Frames. National Institute of Standards and Technology, 2015. http://dx.doi.org/10.6028/nist.tn.1863-3.

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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 2: Special Concentrically Braced Frames. National Institute of Standards and Technology, 2015. http://dx.doi.org/10.6028/nist.tn.1863-2.

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Speicher, Matthew S., and John L. Harris III. Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings, Volume 4: Buckling-Restrained Braced Frames. National Institute of Standards and Technology, 2021. http://dx.doi.org/10.6028/nist.tn.1863-4.

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FEASIBILITY STUDY OF VISCOELASTIC HYBRID SELF-CENTERING BRACE (VSCB) FOR SEISMIC-RESISTANT STEEL FRAMES. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/icass2020.p.113.

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Abstract:
The practicability of existing self-centering braces is largely limited by their small deformability and insufficient energy dissipation. This paper presents a new type of velocity-dependent self-centering brace called viscoelastic self-centering brace (VSCB), which employs viscoelastic dampers (VED) and SMA cables as the kernel elements. The SMA cables can offer large recoverable deformation, and the viscoelastic dampers, which are velocity-dependent, provide considerable energy dissipation under high-frequency loading excitations but tend to have less detrimental influence on the self-center
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