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

Shear behaviour of steel corrugated panels. (**)

MAZZOLANI, FEDERICO MASSIMO
LANDOLFO R.

January 1994

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

Behaviour of Steel Structures in Seismic Areas

Mazzolani, FEDERICO MASSIMO
R., Herrera

January 2011

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

A new method to design steel frames failing in global mode including P-effects. (**)

MAZZOLANI, FEDERICO MASSIMO
PILUSO V.

January 1994

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

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

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

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

Quality control of material properties for seismic purposes. (**)

F. MAZZOLANI
CALDERONI B
PILUSO V

January 1994

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

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

Dissipative steel structures for seismic up-grading of long-bay masonry buildings

MAZZOLANI, FEDERICO MASSIMO
A. MANDARA
S. FRONCILLO

January 2003

STESSA 2003 Fourth International Conference Naples, Italy 09 - 12 June 200

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...

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

Shear behaviour of steel corrugated panels. (**)

MAZZOLANI, FEDERICO MASSIMO
LANDOLFO R.

January 1994

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

Behaviour of Steel Structures in Seismic Areas

Mazzolani, FEDERICO MASSIMO
R., Herrera

January 2011

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

A new method to design steel frames failing in global mode including P-effects. (**)

MAZZOLANI, FEDERICO MASSIMO
PILUSO V.

January 1994

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

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

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

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

Quality control of material properties for seismic purposes. (**)

F. MAZZOLANI
CALDERONI B
PILUSO V

January 1994

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

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

Dissipative steel structures for seismic up-grading of long-bay masonry buildings

MAZZOLANI, FEDERICO MASSIMO
A. MANDARA
S. FRONCILLO

January 2003

STESSA 2003 Fourth International Conference Naples, Italy 09 - 12 June 200

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...

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

Shear behaviour of steel corrugated panels. (**)

MAZZOLANI, FEDERICO MASSIMO
LANDOLFO R.

January 1994

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

Behaviour of Steel Structures in Seismic Areas

Mazzolani, FEDERICO MASSIMO
R., Herrera

January 2011

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

A new method to design steel frames failing in global mode including P-effects. (**)

MAZZOLANI, FEDERICO MASSIMO
PILUSO V.

January 1994

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

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

Abstract

Extracted data

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

Abstract

Extracted data

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