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Numerical investigations of repairable dissipative bolted fuses for earthquake resistant composite steel frames

Engineering structures, 2017-01, Vol.131, p.275-292

2017

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Dissipative devices for earthquake resistant composite steel structures: bolted versus welded solution

Bulletin of earthquake engineering, 2016-12, Vol.14 (12), p.3613-3639

2016

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Continuous Monitoring of Service Conditions of a Steel Storage Racking System

Journal of earthquake engineering : JEE, 2020-03, Vol.24 (3), p.485-505

2020

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Hysteretic behaviour of dissipative bolted fuses for earthquake resistant steel frames

Journal of constructional steel research, 2013-06, Vol.85, p.151-162

2013

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Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames

Steel & composite structures, 2013-06, Vol.14 (6), p.547-569

2013

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Determination of the behaviour factor of steel moment-resisting (MR) frames by a damage accumulation approach

Journal of constructional steel research, 2010-05, Vol.66 (5), p.723-735

2010

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Fatigue strength of cold-formed structural steel details: Numerical modelling and experimental results

Journal of constructional steel research, 2022-12, Vol.199, p.107605, Article 107605

2022

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Effects of the Loading History on the Local Buckling Behavior and Failure Mode of Welded Beam-to-Column Joints in Moment-Resisting Steel Frames

Journal of engineering mechanics, 2005-06, Vol.131 (6), p.568-585

Castiglioni, Carlo A.

2005

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Welded fuses for dissipative beam-to-column connections of composite steel frames: Numerical analyses

Journal of constructional steel research, 2017-01, Vol.128, p.498-511

2017

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Experimental analysis on the cyclic behaviour of beam-to-column joints in steel storage pallet racks

Thin-walled structures, 2001-10, Vol.39 (10), p.841-859

2001

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Experimental analysis of seismic resistant composite steel frames with dissipative devices

Journal of constructional steel research, 2012-09, Vol.76, p.1-12

2012

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Failure criteria and cumulative damage models for steel components under cyclic loading

Journal of constructional steel research, 2009-04, Vol.65 (4), p.751-765

2009

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Design and analysis of laser-cut based moment resisting passing-through I-beam-to-CHS column joints

Journal of constructional steel research, 2020-06, Vol.169, p.106015, Article 106015

2020

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Earthquake-Induced pallet sliding in industrial racking systems

Journal of Building Engineering, 2018-09, Vol.19, p.122-133

2018

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Experimental assessment of static friction between pallet and beams in racking systems

Journal of Building Engineering, 2016-06, Vol.6, p.203-214

2016

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A unified approach for the design of steel structures under low and/or high cycle fatigue

Journal of constructional steel research, 1995, Vol.34 (1), p.75-101

1995

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Low cycle fatigue strength assessment of cruciform welded joints

Journal of constructional steel research, 1998-09, Vol.47 (3), p.223-244

1998

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Constant and Variable Amplitude Cyclic Behavior of Welded Steel Beam-to-Column Connections

Journal of earthquake engineering : JEE, 2007-11, Vol.11 (6), p.876-902

2007

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1989 - Cinco momentos

Estudios paraguayos, 2024-01, p.1-139

Peris Castiglioni, Carlos ANibal

2024

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DUCTILITY AND LOAD CARRYING CAPACITY PREDICTION OF STEEL BEAM-TO-COLUMN CONNECTIONS UNDER CYCLIC REVERSAL LOADING

Journal of earthquake engineering : JEE, 1997-04, Vol.1 (2), p.401-432

1997

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An approach to the seismic design of steel structures based on cumulative damage criteria

Earthquake engineering & structural dynamics, 1994-09, Vol.23 (9), p.969-986

1994

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Seismic behaviour of steel sections

Journal of constructional steel research, 1994, Vol.29 (1), p.21-54

1994

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An approach for the seismic design of steel storage pallet racks

Der Stahlbau, 1999-11, Vol.68 (11), p.919-928

1999

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Comparison of two cumulative damage approaches for the assessment of behaviour factors for low-rise steel buildings

Journal of constructional steel research, 1996-10, Vol.40 (1), p.39-61

1996

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A stochastic model for estimating the fatigue life of structural steel details

Journal of constructional steel research, 1991, Vol.18 (2), p.111-138

Castiglioni, Carlo A.

1991

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Numerical investigations of repairable dissipative bolted fuses for earthquake resistant composite steel frames

Dissipative devices for earthquake resistant composite steel structures: bolted versus welded solution

Continuous Monitoring of Service Conditions of a Steel Storage Racking System

Hysteretic behaviour of dissipative bolted fuses for earthquake resistant steel frames

Hysteretic behavior of dissipative welded fuses for earthquake resistant composite steel and concrete frames

Determination of the behaviour factor of steel moment-resisting (MR) frames by a damage accumulation approach

Fatigue strength of cold-formed structural steel details: Numerical modelling and experimental results

Effects of the Loading History on the Local Buckling Behavior and Failure Mode of Welded Beam-to-Column Joints in Moment-Resisting Steel Frames

Welded fuses for dissipative beam-to-column connections of composite steel frames: Numerical analyses

Experimental analysis on the cyclic behaviour of beam-to-column joints in steel storage pallet racks

Experimental analysis of seismic resistant composite steel frames with dissipative devices

Failure criteria and cumulative damage models for steel components under cyclic loading

Design and analysis of laser-cut based moment resisting passing-through I-beam-to-CHS column joints

Earthquake-Induced pallet sliding in industrial racking systems

Experimental assessment of static friction between pallet and beams in racking systems

A unified approach for the design of steel structures under low and/or high cycle fatigue

Low cycle fatigue strength assessment of cruciform welded joints

Constant and Variable Amplitude Cyclic Behavior of Welded Steel Beam-to-Column Connections

1989 - Cinco momentos

DUCTILITY AND LOAD CARRYING CAPACITY PREDICTION OF STEEL BEAM-TO-COLUMN CONNECTIONS UNDER CYCLIC REVERSAL LOADING

An approach to the seismic design of steel structures based on cumulative damage criteria

Seismic behaviour of steel sections

An approach for the seismic design of steel storage pallet racks

Comparison of two cumulative damage approaches for the assessment of behaviour factors for low-rise steel buildings

A stochastic model for estimating the fatigue life of structural steel details

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