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Cyclic behaviour of steel ring filled with compressive plastic or concrete, installed in the concentric bracing system

Cyclic behaviour of steel ring filled with compressive plastic or concrete, installed in the... The present study intended to evaluate the dynamic behaviour of steel ring filled with compressive plastic (SRP) or high-performance fibre-reinforced cementitious composites (SRC) situated at the intersection of the braces. High-performance fibre-reinforced cementitious composites and plastic materials, associated with steel ring connection, seem to be helpful to dissipate the energy through braces better. Therefore, in this paper, the behaviour of SRC and SRP connections was analyzed under cyclic loading. Results showed a steady and relatively wide hysteresis curve for both connections, where the tensile ductility factors of SRP and SRC connections were found to be equal to 2.77 and 13.66, respectively. However, in general, the plastic ring, being operated efficiently to delay appearing the inelastic zone in the SRP connection, was proved to outperform the HPFRCC material in the SRC connection. In addition, numerical results revealed that maximum tensile and compressive loads of SRP connection made with ST52 steel ring were found to be 14% and 10.7%, respectively, higher than those of SRP connection made with ST37 steel ring. http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png "Asian Journal of Civil Engineering" Springer Journals

Cyclic behaviour of steel ring filled with compressive plastic or concrete, installed in the concentric bracing system

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Publisher
Springer Journals
Copyright
Copyright
Subject
Engineering; Civil Engineering; Building Materials; Sustainable Architecture/Green Buildings
ISSN
1563-0854
eISSN
2522-011X
DOI
10.1007/s42107-019-00181-7
Publisher site
See Article on Publisher Site

Abstract

The present study intended to evaluate the dynamic behaviour of steel ring filled with compressive plastic (SRP) or high-performance fibre-reinforced cementitious composites (SRC) situated at the intersection of the braces. High-performance fibre-reinforced cementitious composites and plastic materials, associated with steel ring connection, seem to be helpful to dissipate the energy through braces better. Therefore, in this paper, the behaviour of SRC and SRP connections was analyzed under cyclic loading. Results showed a steady and relatively wide hysteresis curve for both connections, where the tensile ductility factors of SRP and SRC connections were found to be equal to 2.77 and 13.66, respectively. However, in general, the plastic ring, being operated efficiently to delay appearing the inelastic zone in the SRP connection, was proved to outperform the HPFRCC material in the SRC connection. In addition, numerical results revealed that maximum tensile and compressive loads of SRP connection made with ST52 steel ring were found to be 14% and 10.7%, respectively, higher than those of SRP connection made with ST37 steel ring.

Journal

"Asian Journal of Civil Engineering" – Springer Journals

Published: Sep 2, 2019

References

  • Experimental and analytical investigation on the steel ring ductility
    Abbasnia, R; Vetr, MGH; Ahmadi, R; Kafi, MA
  • Experimental investigation of the ductility and performance of steel rings constructed from plates
    Andalib, Z; Kafi, MA; Kheyroddin, A; Bazzaz, M
  • Guidelines for cyclic seismic testing of components of steel structures
  • Ternary blended cement: an eco-friendly alternative to improve resistivity of high-performance self-consolidating concrete against elevated temperature
    AzariJafari, H; Amiri, MJT; Ashrafian, A; Rasekh, H; Barforooshi, MJ; Berenjian, J
  • Enhancing workability retention of concrete containing natural zeolite by superplasticizers’ combination
    AzariJafari, H; Shekarchi, M; Berenjian, J; Ahmadi, B
  • Evaluating the performance of OBS-C-O in steel frames under monotonic load
    Bazzaz, M; Andalib, Z; Kafi, MA; Khyroddin, A
  • Evaluation of the seismic performance of off-centre bracing system with ductile element in steel frames
    Bazzaz, M; Kheyroddin, A; Kafi, MA; Andalib, Z
  • Ductile concentrically braced frames using slotted bolted joints
    Butterworth, J
  • M1.6 to M39 hexagon cap screws partially threaded
  • Prestandard and commentary for the seismic rehabilitation of buildings
  • Modeling of energy dissipation in structural devices and foundation soil during seismic loading
    Gajan, S; Saravanathiiban, DS
  • An investigation on the fresh and hardened properties of self-compacting concrete incorporating magnetic water with various pozzolanic materials
    Gholhaki, M; Kheyroddin, A; Hajforoush, M; Kazemi, M
  • Slotted bolted connection energy dissipaters
    Grigorian, CE; Yang, TS; Popov, EP
  • Effects of simultaneous utilization of natural zeolite and magnetic water on engineering properties of self-compacting concrete
    Hajforoush, M; Madandoust, R; Kazemi, M
  • Ductile behavior of high-performance fiber reinforced cementitious composite (HPFRCC) frames
    Hemmati, A; Kheyroddin, A; Sharbatdar, M; Park, Y; Abolmaali, A
  • Experimental study of the effects of geogrids on elasticity modulus, brittleness, strength, and stress-strain behavior of lime stabilized kaolinitic clay
    Jahandari, S; Li, J; Saberian, M; Shahsavarigoughari, M
  • Effects of saturation degrees, freezing thawing, and curing on geotechnical properties of lime and lime-cement concretes
    Jahandari, S; Saberian, M; Tao, Z; Faridfazel Mojtahedi, S; Li, J; Ghasemi, M; Rezvani, SS; Li, W
  • Effect of SnO2, ZrO2, and CaCO3 nanoparticles on water transport and durability properties of self-compacting mortar containing fly ash: experimental observations and ANFIS predictions
    Khotbehsara, MM; Miyandehi, BM; Naseri, F; Ozbakkaloglu, T; Jafari, F; Mohseni, E
  • Use of orthotropic plastic material for stress analysis of doubleshear-plane timber-steel structural connection
    Kortiš, J; Gocál, J; Bednár, M; Bátorek, V
  • Factor influencing point load tests on concrete
    Madandoust, R; Bazkiyaei, ZFZ; Kazemi, M
  • Numerical analysis of breakoff test method on concrete
    Madandoust, R; Kazemi, M
  • Analytical study on tensile strength of concrete
    Madandoust, R; Kazemi, M; Moghadam, SY
  • Evaluating inelastic performance of mega-scale bracing systems in low- and medium-rise structures
    Mazloom, M; Gholipour, M; Ghasemi, M
  • Performance of steel frame with a new friction damper device under earthquake excitation
    Mualla, IH; Belev, B
  • High performance fiber reinforced cement composites HPFRCC-4: international RILEM workshop Ann Arbor, Michigan
    Naaman, AE; Reinhardt, HW
  • seismic performance of steel structures with slit dampers
    Oh, SH; Kim, YJ; Ryu, HS
  • Response of Friction Damped Braced Frames
    Pall, AS; Marsh, C
  • High-performance fiber-reinforced cement composites: an alternative for seismic design of structures
    Parra-Montesinos, GJ
  • Highly damage-tolerant beam-column joints through use of high-performance fiber-reinforced cement composites
    Parra-Montesinos, GJ; Peterfreund, SW; Chao, SH
  • Effect of crushed glass on behavior of crushed recycled pavement materials together with crumb rubber for making a clean green base and subbase
    Saberian, M; Li, J; Cameron, D
  • Experimental and phenomenological study of the effects of adding shredded tire chips on geotechnical properties of peat
    Saberian, M; Mehrinejad Khotbehsara, M; Jahandari, S; Vali, R; Li, J
  • Effects of silica fume on mechanical strength and microstructure of basalt fiber reinforced cementitious composites (BFRCC)
    Sadrmomtazi, A; Tahmouresi, B; Saradar, A
  • Effect of materials proportion on rheology and mechanical strength and microstructure of ultra-high performance concrete (UHPC)
    Sadrmomtazi, A; Tajasosi, S; Tahmouresi, B
  • Seismic behavior of high-performance fiber-reinforced cement composites beam-column connection with high damage tolerance
    Saghafi, MH; Shariatmadar, H; Kheyroddin, A
  • Flexural performance of hybrid popropylene-polyolefin FRC composites
    Sakthivel, PB; Govindasami, S; Suman, NS
  • Restrained shrinkage cracking of fiber-reinforced high-strength concrete
    Saradar, A; Tahmouresi, B; Mohseni, E; Shadmani, A
  • Comparative investigation on effect of fibers in the flexural response of post tensioned beam
    Shanthi, R; Jagannatha Reddy, HN
  • Passive energy dissipation device for typical steel frame building in Iran
    Tehranizadeh, M
  • Connections of CHS concrete-filled diagonals of X-bracings
    Thomopoulos, K; Koltsakis, E
  • A three-dimensional numerical comparison of bearing capacity and settlement of tapered and under-reamed piles
    Vali, R; Khotbehsara, EM; Saberian, M; Li, J; Mehrinejad, M; Jahandari, S