Development of H-shaped hysteretic dampers for steel concentrically braced frames

2023-03-01
A new type of hysteretic damper, which can easily be mounted at the ends of I-section braces in concentrically braced frames (CBFs), is proposed in this paper. The main goal is to develop a damper which would enable the I-section brace and damper system to perform in a manner similar to a buckling restrained brace (BRB). The proposed cost-effective damper is composed of standard rolled H-sections and plates. Energy is dissipated by the plastic hinges that form in the webs of the H-sections. Experimental and numerical studies were conducted to investigate the behavior of the proposed damper at the component level. In the experimental study, European HEA100 and HEA140 section dampers were subjected to monotonic, stepwise cyclic, low-cycle fatigue loading and to the AISC341 BRB loading protocol. The low-cycle test data was used to calibrate damage laws for each damper. The test results showed that the proposed damper system can offer displacement capacities that are comparable to those expected from BRBs. Numerical analyses employing the finite element method were conducted in order to develop a low-cycle damage law that is based on the equivalent plastic strains. A simple failure criterion was developed to calculate the deformation capacity of a damper subjected to the AISC341 BRB loading protocol. The equivalent plastic strains need to be less than 0.1 when the damper is subjected to the maximum expected deformation. A numerical parametric study was conducted to investigate the behavior of 22 H-section geometries. HEM180, HEM200, W8 × 67, and S6 × 17.2 sections were found to be suitable for applications which require axial load levels larger than 577 kN and deformation capacities larger than 44 mm.
Soil Dynamics and Earthquake Engineering

Suggestions

Comparison of chevron and suspended-zipper braced steel frames
Ozcelik, Yigit; Sarıtaş, Afşin; Clayton, Patricia M. (2016-03-01)
Suspended-zipper braced frame is a modified configuration of chevron braced frame in which zipper columns are added between story beams and a hat truss is attached between top two stories in order to redistribute the unbalanced vertical forces emerging following the brace buckling to avoid the use of deep beams. In this study, three- and nine-story chevron and suspended-zipper braced frames are analyzed to compare their seismic performances. The beams, columns, braces and zipper columns are modeled using no...
Comparative seismic behavior assessment of a new damper-equipped and conventional chevron-braced frames
Milani, Ali Salem; Dicleli, Murat (2023-02-01)
This paper presents the results of experimental studies performed on three 1/3-scale steel building frames for comparative assessment of the cyclic behavior of a Chevron frame equipped with a newly-developed damper, THDF (Torsional Hysteretic Damper for Frames) in relation to a Chevron special concentrically braced frame (SCBF) and an eccentrically braced frame with a vertical H-link. THDF is a damper with a displacement-dependent post-elastic stiffness, developed for Chevron frames. First, the SCBF was des...
Development of welded overlap core steel encased buckling-restrained braces
BOZKURT, Mehmet Bakir; Topkaya, Cem (2016-12-01)
This paper reports development of a new type of buckling-restrained brace (BRB) named the welded overlap core steel encased BRB. A two phase experimental research program was undertaken where BRBs were investigated under subassemblage testing. The first phase of the program aimed at studying the performance of steel encased BRBs which utilize constant width core plates. Test results indicated that these braces develop unacceptably high compression and tension resistances and the behaviors of these BRBs unde...
Numerical investigation of braces and replaceable links for steel frames
Kazemzadeh Azad, Sina; Topkaya, Cem; Department of Civil Engineering (2021-2-10)
Concentrically braced frames (CBFs) and eccentrically braced frames (EBFs) are among popular lateral load resisting systems for steel structures. The present study investigates different aspects of these systems. The part devoted to EBFs begins with a comprehensive review of research where 22 future research needs are identified and presented. This is followed by an experimental study on the low-cycle fatigue behavior of links, which are the most important members of an EBF. Results of the experimental stud...
DEVELOPMENT OF A HAND METHOD TO ESTIMATE FUNDAMENTAL PERIODS OF STEEL ECCENTRICALLY BRACED FRAMES
Kusyilmaz, Ahmet; Topkaya, Cem (2016-12-09)
This paper describes formulation of a hand method which can be used to estimate the computed fundamental periods of vibration of steel eccentrically braced frames (EBFs). The developed method uses the Rayleigh's method as a basis and utilizes the roof drift ratio under seismic forces as a parameter. The roof drift ratio was obtained from EBF designs by considering different seismic hazard, number of stories, braced bay width, and link length to bay width ratio. A simple expression was developed to represent...
Citation Formats
S. E. Dursun and C. Topkaya, “Development of H-shaped hysteretic dampers for steel concentrically braced frames,” Soil Dynamics and Earthquake Engineering, vol. 166, pp. 0–0, 2023, Accessed: 00, 2023. [Online]. Available: https://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85145769648&origin=inward.