Remarks on behaviour of concentrically and eccentrically braced steel frames. (**)

Seismic Performance of EC8-Designed eccentrically braced steel frames

PANICO S
DELLA CORTE, GAETANO
MAZZOLANI, FEDERICO MASSIMO

January 2002

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

Alternative methods for assessing local ductility. (**)

GIONCU V
MAZZOLANI, FEDERICO MASSIMO

January 1994

STESSA '94 - Behaviour of Steel Structures in Seismic Areas, Timisoara, 26 June - 1 July 199

Seismic Behaviour of Steel Moment-Resisting Frames with Stiffening Braces

MARTINELLI, LUCA
MULAS, MARIA GABRIELLA
PEROTTI, FEDERICO

January 1998

The present paper deals with the seismic behaviour of steel structures which are designed in the att...

Remarks on behaviour of concentrically and eccentrically braced steel frames. (**)

F. MAZZOLANI
GEORGESCU D
ASTANEH A

January 1994

STESSA '94 - Behaviour of Steel Structures in Seismic Areas, Timisoara, 26 June - 1 July 199

Behaviour of Steel Structures in Seismic Areas: STESSA 2006

F.M. Mazzolani
A. Wada

January 2006

Proceedings of the 5th Internatonial Conference on the Behaviour of Steel Structures in Seismic Area...

On the evaluation of the global ductility of steel structures: proposals of codification. (**)

F. MAZZOLANI
GIONCU V

January 1994

STESSA '94 - Behaviour of Steel Structures in Seismic Areas, Timisoara, 26 June - 1 July 199

Behaviour of Steel Structures in Seismic Areas

F.M. Mazzolani
R. Herrera

January 2011

Proceedings of the 7th International Conference STESSA 2012 (Santiago, Chile, 9-11 January 2012

Safety levels in seismic design. (**)

MAZZOLANI, FEDERICO MASSIMO
GEORGESCU D
ASTANEH A.

January 1994

STESSA '94 - Behaviour of Steel Structures in Seismic Areas, Timisoara, 26 June - 1 July 199

Shear behaviour of steel corrugated panels. (**)

F. MAZZOLANI
LANDOLFO R

January 1994

STESSA '94 - Behaviour of Steel Structures in Seismic Areas, Timisoara, 26 June - 1 July 199

Behaviour and Design of Set-Back Steel Frames.

F. MAZZOLANI
PILUSO V

January 1996

Europ. Workshop on the Seismic Behaviour of Asymmetric and Setback Structures, Anacapri, October 4-...

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 ...

Seismic upgrading of churches by means of dissipative devices. (**)

MAZZOLANI, FEDERICO MASSIMO
MANDARA A.

January 1994

STESSA '94 - Behaviour of Steel Structures in Seismic Areas, Timisoara, 26 June - 1 July 199

Seismic Performance of EC8-Designed eccentrically braced steel frames

PANICO S
DELLA CORTE, GAETANO
MAZZOLANI, FEDERICO MASSIMO

January 2002

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

Alternative methods for assessing local ductility. (**)

GIONCU V
MAZZOLANI, FEDERICO MASSIMO

January 1994

STESSA '94 - Behaviour of Steel Structures in Seismic Areas, Timisoara, 26 June - 1 July 199

Seismic Behaviour of Steel Moment-Resisting Frames with Stiffening Braces

MARTINELLI, LUCA
MULAS, MARIA GABRIELLA
PEROTTI, FEDERICO

January 1998

The present paper deals with the seismic behaviour of steel structures which are designed in the att...

Remarks on behaviour of concentrically and eccentrically braced steel frames. (**)

F. MAZZOLANI
GEORGESCU D
ASTANEH A

January 1994

STESSA '94 - Behaviour of Steel Structures in Seismic Areas, Timisoara, 26 June - 1 July 199

Behaviour of Steel Structures in Seismic Areas: STESSA 2006

F.M. Mazzolani
A. Wada

January 2006

Proceedings of the 5th Internatonial Conference on the Behaviour of Steel Structures in Seismic Area...

On the evaluation of the global ductility of steel structures: proposals of codification. (**)

F. MAZZOLANI
GIONCU V

January 1994

STESSA '94 - Behaviour of Steel Structures in Seismic Areas, Timisoara, 26 June - 1 July 199

Behaviour of Steel Structures in Seismic Areas

F.M. Mazzolani
R. Herrera

January 2011

Proceedings of the 7th International Conference STESSA 2012 (Santiago, Chile, 9-11 January 2012

Safety levels in seismic design. (**)

MAZZOLANI, FEDERICO MASSIMO
GEORGESCU D
ASTANEH A.

January 1994

STESSA '94 - Behaviour of Steel Structures in Seismic Areas, Timisoara, 26 June - 1 July 199

Shear behaviour of steel corrugated panels. (**)

F. MAZZOLANI
LANDOLFO R

January 1994

STESSA '94 - Behaviour of Steel Structures in Seismic Areas, Timisoara, 26 June - 1 July 199

Behaviour and Design of Set-Back Steel Frames.

F. MAZZOLANI
PILUSO V

January 1996

Europ. Workshop on the Seismic Behaviour of Asymmetric and Setback Structures, Anacapri, October 4-...

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 ...

Seismic upgrading of churches by means of dissipative devices. (**)

MAZZOLANI, FEDERICO MASSIMO
MANDARA A.

January 1994

STESSA '94 - Behaviour of Steel Structures in Seismic Areas, Timisoara, 26 June - 1 July 199

Seismic Performance of EC8-Designed eccentrically braced steel frames

PANICO S
DELLA CORTE, GAETANO
MAZZOLANI, FEDERICO MASSIMO

January 2002

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

Alternative methods for assessing local ductility. (**)

GIONCU V
MAZZOLANI, FEDERICO MASSIMO

January 1994

STESSA '94 - Behaviour of Steel Structures in Seismic Areas, Timisoara, 26 June - 1 July 199

Seismic Behaviour of Steel Moment-Resisting Frames with Stiffening Braces

MARTINELLI, LUCA
MULAS, MARIA GABRIELLA
PEROTTI, FEDERICO

January 1998

The present paper deals with the seismic behaviour of steel structures which are designed in the att...

Remarks on behaviour of concentrically and eccentrically braced steel frames. (**)

Abstract

Extracted data

Remarks on behaviour of concentrically and eccentrically braced steel frames. (**)

Abstract

Extracted data

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