Evaluation of the Response of Posttensioned Steel Frames with Energy Dissipators Using Equivalent Single-Degree-of-Freedom Systems

Evaluation of the Response of Posttensioned Steel Frames with Energy Dissipators Using Equivalent Single-Degree-of-Freedom Systems

The hysteretic energy (EH) dissipated in posttensioned steel frames (PTSF) with hysteretic dampers is calculated by using equivalent single-degree-of-freedom systems (ESDOFS), where the nonlinearity of both the steel bars (beam and columns) and the connections of the structural frame is separately c...

Full description

Bibliographic Details
Main Authors:	J. Luz Rivera, Arturo López-Barraza, Sonia E. Ruiz, Alfredo Reyes-Salazar
Format:	Article
Language:	English
Published:	Hindawi Limited 2014-01-01
Series:	Advances in Materials Science and Engineering
Online Access:	http://dx.doi.org/10.1155/2014/730324

Similar Items

Reduction of Maximum and Residual Drifts on Posttensioned Steel Frames with Semirigid Connections
by: Arturo López-Barraza, et al.
Published: (2013-01-01)

Improving the Structural Reliability of Steel Frames Using Posttensioned Connections
by: Edén Bojórquez, et al.
Published: (2019-01-01)

Flexural Behavior of Innovative Posttensioned Composite Beams with Corrugated Steel Webs
by: Xiang Li, et al.
Published: (2021-01-01)

Seismic Response of 3D Steel Buildings considering the Effect of PR Connections and Gravity Frames
by: Alfredo Reyes-Salazar, et al.
Published: (2014-01-01)

EXPERIMENTAL STUDY OF BEHAVIOR OF UNBONDED POSTTENSIONED BEAMS.
by: Al-Faris, Tariq Abdulaziz.
Published: (1985)

Analytical Model for Deflections of Bonded Posttensioned Concrete Slabs
by: Min Sook Kim, et al.
Published: (2017-01-01)

Dissipation strength of the tilting degree of freedom in fusion-fission reactions
by: Nadtochy P. N., et al.
Published: (2016-01-01)

Energy Dissipation and Local, Story, and Global Ductility Reduction Factors in Steel Frames under Vibrations Produced by Earthquakes
by: Alfredo Reyes-Salazar, et al.
Published: (2018-01-01)

An Improved Equation for Predicting Compressive Stress in Posttensioned Anchorage Zone
by: Young-Ha Park, et al.
Published: (2020-01-01)

Effects of Posttensioning Slippage on 2-Way Spanning Concrete Slabs
by: Niall Holmes, et al.
Published: (2015-01-01)

Flexural Behavior of Posttensioned Flat Plates Depending on Tendon Layout
by: Min Sook Kim, et al.
Published: (2016-01-01)

Investigation and Improvement of Bursting Force Equations in Posttensioned Anchorage Zone
by: Young Hak Lee, et al.
Published: (2019-01-01)

Microscopic models of energy dissipation by internal degrees of freedom in particle collisions
by: Aspelmeier, Timo
Published: (2001)

Flexural Behavior of Posttensioned Concrete Beams with Unbonded High-Strength Strands
by: Min Sook Kim, et al.
Published: (2020-01-01)

Seismic Behavior of Posttensioned Concrete Bridge Piers with External Viscoelastic Dampers
by: Anxin Guo, et al.
Published: (2016-01-01)

A Study of Energy Dissipating Steel Concentric Braced Frames
by: Jiun-Wei Lai, et al.
Published: (2001)

Ductility of reinforcing steel with different degrees of corrosion and the ‘equivalent steel’ criterion
by: E. Moreno Fernández, et al.
Published: (2007-06-01)

Evaluation of Strength Reduction Factor for Concentrically Braced Frames Based on Nonlinear Single Degree-of-Freedom Systems
by: Slein, Ryan Michael
Published: (2016)

Effect of Deficiencies in the Tunnel Crown Thickness on Pressure Tunnels with Posttensioned Concrete Linings
by: Gan Qin, et al.
Published: (2018-01-01)

Flexural Behaviour of Unbonded Posttensioned Concrete Beam Strengthened with Aluminium Alloy Plates
by: Hong Chang, et al.
Published: (2020-01-01)

Protective and Blast Resistive Design of Posttensioned Box Girders Using Computational Geometry
by: Majid Aleyaasin
Published: (2018-01-01)

The Doubling of the Degrees of Freedom in Quantum Dissipative Systems, and the Semantic Information Notion and Measure in Biosemiotics
by: Gianfranco Basti, et al.
Published: (2020-05-01)

Estimation of Cyclic Interstory Drift Capacity of Steel Framed Structures and Future Applications for Seismic Design
by: Edén Bojórquez, et al.
Published: (2014-01-01)

Global Ductility of Dual Steel Frames with Replaceable Dissipative Shear Walls
by: Neagu Calin, et al.
Published: (2015-09-01)

Effect of shear span-to-depth ratio on posttensioned concrete crane beams shear capacity
by: Derkowski Wit, et al.
Published: (2020-01-01)

Integrity assessment of grouted posttensioning cables and reinforced concrete of a nuclear containment building
by: Shenton B., et al.
Published: (2011-04-01)

Stiffness and Crack Behavior of Unbonded Posttensioned Concrete Beam Strengthened with Aluminum Alloy Plate
by: Hong Chang, et al.
Published: (2020-01-01)

Relating Corroded Seven-Strand, Posttensioned Cable Cross-Sectional Properties to Load Capacity
by: Richard Haskins, et al.
Published: (2016-01-01)

Lyapunov Equivalent Representation Form of Forced, Damped, Nonlinear, Two Degree-of-Freedom Systems
by: Alex Elías-Zúñiga, et al.
Published: (2018-04-01)

Seismic Performance of Steel Knee Braced Frame Structures with Energy Dissipation Plates and Steel Curved Dampers
by: Yu-Chen Lee, et al.
Published: (2019)

An Experimental Study on the Shear Hysteresis and Energy Dissipation of the Steel Frame with a Trapezoidal-Corrugated Steel Plate
by: Sudeok Shon, et al.
Published: (2017-03-01)

Single-degree-of-freedom energy harvesters by stochastic excitation
by: Joo, Han Kyul
Published: (2014)

Causal equivalence of frames
by: Henderson, Troy Lee, IV
Published: (2006)

On the effect of the near field records on the steel braced frames equipped with energy dissipating devices
by: Mahmoud Bayat, et al.

Substructure Pseudo Dynamic Responses of Energy Dissipation Columns in Steel Ductile Vierendeel Frames
by: HongYuan Wang, et al.
Published: (2000)

Analysis of a single-degree-of-freedom roll motion model: simulation, sensitivity study, and comparison to multi-degree-of-freedom models.
by: Sahler, Erica.
Published: (2012)

Duals of Some Constructed $*$-Frames by Equivalent $*$-Frames
by: Azadeh Alijani
Published: (2019-02-01)

Creative Design of Flapping-Wing Mechanisms with Single Degree of Freedom
by: Feng-Chi Liu, et al.
Published: (2004)

Vibration isolation systems, considered as systems with single degree of freedom
by: Zebilila Mohammed, et al.
Published: (2017-01-01)

Secure Degrees of Freedom of the Gaussian Z Channel with Single Antenna
by: Xianzhong XIE, et al.
Published: (2014-03-01)

Cannot write session to /tmp/vufind_sessions/sess_rdafgi67p5e3mfrrf0kufcm2gb