Influence of Design Criteria for Multistorey Steel MR Frames.

Influence of Seismic design rules on the robustness of steel moment resisting frames

Cassiano, David
Rebelo, Carlos
Da Silva, Luís S.
D'ANIELLO, MARIO
LANDOLFO, RAFFAELE

January 2016

Seismic design criteria allow enhancing the structural ductility and controlling the damage distribu...

Seismic design and parametric study of steel modular frames with distributed seismic resistance

Wang, C
Chan, TM

January 2025

202211 bcchNot applicableOthersChinese National Engineering Research Centre for Steel Construction (...

Simplified Approach for Evaluating the Rotation Capacity of Double T Steel Section.

F. MAZZOLANI
GIONCU V

January 1997

2nd International Conference on Behaviour of Steel Structures in Seismic Areas, Kyoto, August 3-8, ...

Influence of Design Criteria for Multistorey Steel MR Frames.

MAZZOLANI, FEDERICO MASSIMO
GIONCU V
TIRCA L.

January 1997

2nd International Conference on Behaviour of Steel Structures in Seismic Areas, Kyoto, August 3-8, ...

The Influence of the Design Configuration on the Seismic Response of Moment-Resisting Frames.

MAZZOLANI, FEDERICO MASSIMO
PILUSO V.

January 1997

2nd International Conference on Behaviour of Steel Structures in Seismic Areas, Kyoto, August 3-8, ...

Seismic Response of MR Steel Frames with Different Connection Behaviours.

G. DE MATTEIS
R. LANDOLFO
L. A. FULOP
D. DUBINA
MAZZOLANI, FEDERICO MASSIMO

January 1999

SDSS '99 - The 6th Int. Colloquium on Stability & Ductility of Steel Structures, Timisoara, Romania ...

CONTRIBUTING EFFECT OF CLADDING PANELS IN THE SEISMIC DESIGN OF MR STEEL FRAMES

MAZZOLANI, FEDERICO MASSIMO
DE MATTEIS G
LANDOLFO R.

January 2001

PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON STRUCTURAL ENGINEERING, MECHANICS AND COMPUTATION, CA...

Seismic behaviour of MR steel frames with low-yield steel shear panels: modelling and numerical analysis

DE MATTEIS G
F. MAZZOLANI

January 2002

3rd European Conference on Steel Structures “Eurosteel” Coimbra 19-20 September 200

Seismic performance of Eurocode-compliant ductile steel MRFs

Tartaglia R.
D'Aniello M.
Landolfo R.

January 2022

Steel moment resisting frames (MRFs) are drift-sensitive structures and their design is largely infl...

Performance based design of seismic-resistant MR-frames.

MAZZOLANI, FEDERICO MASSIMO
R. MONTUORI
V. PILUSO

January 2000

STESSA 2000. Third International Conference, Montreal,Canada, 21 - 24 August 200

Effect of panel zone on non-linear behaviour of mrfs in the light of seismic codes

Sandoli A.
Calderoni B.
Brandonisio G.

January 2019

This paper deals with a critical analysis of the current seismic design criteria provided by Eurocod...

Influence of the seismic shear proportioning factor on steel MRFs seismic performances

Montuori R.
Nastri E.
Todisco P.

January 2021

The work herein present has the purpose of investigating the influence of the shear proportioning fa...

Limits for the interstorey drift sensitivity coefficient θ of steel MRFs with viscous dampers designed according to Eurocode 8

Kariniotakis, Konstantinos
Karavasilis, Theodore L.

February 2019

In this paper, steel moment-resisting frames (MRFs) of five, 10, and 20 stories with or without visc...

Behaviour Factor for seismic design of moment-resisting steel frames

FERRAIOLI, Massimiliano
AVOSSA, Alberto Maria
MANDARA, Alberto
LAVINO A

January 2012

Existing seismic codes are based on force-controlled design or capacity design, using the base shear...

Seismic drift demands in steel moment resisting frames

Bravo Haro, Miguel

February 2019

This thesis focuses on assessing the seismic performance of steel moment resisting frames (MRFs), wi...

Influence of Seismic design rules on the robustness of steel moment resisting frames

Cassiano, David
Rebelo, Carlos
Da Silva, Luís S.
D'ANIELLO, MARIO
LANDOLFO, RAFFAELE

January 2016

Seismic design criteria allow enhancing the structural ductility and controlling the damage distribu...

Seismic design and parametric study of steel modular frames with distributed seismic resistance

Wang, C
Chan, TM

January 2025

202211 bcchNot applicableOthersChinese National Engineering Research Centre for Steel Construction (...

Simplified Approach for Evaluating the Rotation Capacity of Double T Steel Section.

F. MAZZOLANI
GIONCU V

January 1997

2nd International Conference on Behaviour of Steel Structures in Seismic Areas, Kyoto, August 3-8, ...

Influence of Design Criteria for Multistorey Steel MR Frames.

MAZZOLANI, FEDERICO MASSIMO
GIONCU V
TIRCA L.

January 1997

2nd International Conference on Behaviour of Steel Structures in Seismic Areas, Kyoto, August 3-8, ...

The Influence of the Design Configuration on the Seismic Response of Moment-Resisting Frames.

MAZZOLANI, FEDERICO MASSIMO
PILUSO V.

January 1997

2nd International Conference on Behaviour of Steel Structures in Seismic Areas, Kyoto, August 3-8, ...

Seismic Response of MR Steel Frames with Different Connection Behaviours.

G. DE MATTEIS
R. LANDOLFO
L. A. FULOP
D. DUBINA
MAZZOLANI, FEDERICO MASSIMO

January 1999

SDSS '99 - The 6th Int. Colloquium on Stability & Ductility of Steel Structures, Timisoara, Romania ...

CONTRIBUTING EFFECT OF CLADDING PANELS IN THE SEISMIC DESIGN OF MR STEEL FRAMES

MAZZOLANI, FEDERICO MASSIMO
DE MATTEIS G
LANDOLFO R.

January 2001

PROCEEDINGS OF THE INTERNATIONAL CONFERENCE ON STRUCTURAL ENGINEERING, MECHANICS AND COMPUTATION, CA...

Seismic behaviour of MR steel frames with low-yield steel shear panels: modelling and numerical analysis

DE MATTEIS G
F. MAZZOLANI

January 2002

3rd European Conference on Steel Structures “Eurosteel” Coimbra 19-20 September 200

Seismic performance of Eurocode-compliant ductile steel MRFs

Tartaglia R.
D'Aniello M.
Landolfo R.

January 2022

Steel moment resisting frames (MRFs) are drift-sensitive structures and their design is largely infl...

Performance based design of seismic-resistant MR-frames.

MAZZOLANI, FEDERICO MASSIMO
R. MONTUORI
V. PILUSO

January 2000

STESSA 2000. Third International Conference, Montreal,Canada, 21 - 24 August 200

Effect of panel zone on non-linear behaviour of mrfs in the light of seismic codes

Sandoli A.
Calderoni B.
Brandonisio G.

January 2019

This paper deals with a critical analysis of the current seismic design criteria provided by Eurocod...

Influence of the seismic shear proportioning factor on steel MRFs seismic performances

Montuori R.
Nastri E.
Todisco P.

January 2021

The work herein present has the purpose of investigating the influence of the shear proportioning fa...

Limits for the interstorey drift sensitivity coefficient θ of steel MRFs with viscous dampers designed according to Eurocode 8

Kariniotakis, Konstantinos
Karavasilis, Theodore L.

February 2019

In this paper, steel moment-resisting frames (MRFs) of five, 10, and 20 stories with or without visc...

Behaviour Factor for seismic design of moment-resisting steel frames

FERRAIOLI, Massimiliano
AVOSSA, Alberto Maria
MANDARA, Alberto
LAVINO A

January 2012

Existing seismic codes are based on force-controlled design or capacity design, using the base shear...

Seismic drift demands in steel moment resisting frames

Bravo Haro, Miguel

February 2019

This thesis focuses on assessing the seismic performance of steel moment resisting frames (MRFs), wi...

Influence of Seismic design rules on the robustness of steel moment resisting frames

Cassiano, David
Rebelo, Carlos
Da Silva, Luís S.
D'ANIELLO, MARIO
LANDOLFO, RAFFAELE

January 2016

Seismic design criteria allow enhancing the structural ductility and controlling the damage distribu...

Seismic design and parametric study of steel modular frames with distributed seismic resistance

Wang, C
Chan, TM

January 2025

202211 bcchNot applicableOthersChinese National Engineering Research Centre for Steel Construction (...

Simplified Approach for Evaluating the Rotation Capacity of Double T Steel Section.

F. MAZZOLANI
GIONCU V

January 1997

2nd International Conference on Behaviour of Steel Structures in Seismic Areas, Kyoto, August 3-8, ...

Influence of Design Criteria for Multistorey Steel MR Frames.

Abstract

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Influence of Design Criteria for Multistorey Steel MR Frames.

Abstract

Extracted data

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