To evaluate the seismic stability of Mustafa Pasha Mosque in Skopje strengthened by an advanced mixed technology, shaking table tests were carried out on a model in scale 1:6. The investigation was performed within the activities of the Sixth Framework Program PROHITECH - oEarthquake Protection of Historical Buildings by Reversible Mixed Technologieso. To define the effectiveness of the proposed strengthening the testing procedure consisted of two main phases: testing of the original model and testing of the strengthened model. The observed seismic behavior and damage during each phase of the testing program were analyzed on the basis of the obtained experimental results.

Large-Scale Experimental Investigation on Mustafa Pasha Mosque / Krstevska, L.; Tashkov, L.; Gramatikov, K.; Landolfo, Raffaele; Mammana, Oreste; Portioli, FRANCESCO PAOLO ANTONIO; Mazzolani, FEDERICO MASSIMO. - In: JOURNAL OF EARTHQUAKE ENGINEERING. - ISSN 1363-2469. - STAMPA. - 14:(2010), pp. 842-873.

Large-Scale Experimental Investigation on Mustafa Pasha Mosque

LANDOLFO, RAFFAELE;MAMMANA, ORESTE;PORTIOLI, FRANCESCO PAOLO ANTONIO;MAZZOLANI, FEDERICO MASSIMO
2010

Abstract

To evaluate the seismic stability of Mustafa Pasha Mosque in Skopje strengthened by an advanced mixed technology, shaking table tests were carried out on a model in scale 1:6. The investigation was performed within the activities of the Sixth Framework Program PROHITECH - oEarthquake Protection of Historical Buildings by Reversible Mixed Technologieso. To define the effectiveness of the proposed strengthening the testing procedure consisted of two main phases: testing of the original model and testing of the strengthened model. The observed seismic behavior and damage during each phase of the testing program were analyzed on the basis of the obtained experimental results.
2010
Large-Scale Experimental Investigation on Mustafa Pasha Mosque / Krstevska, L.; Tashkov, L.; Gramatikov, K.; Landolfo, Raffaele; Mammana, Oreste; Portioli, FRANCESCO PAOLO ANTONIO; Mazzolani, FEDERICO MASSIMO. - In: JOURNAL OF EARTHQUAKE ENGINEERING. - ISSN 1363-2469. - STAMPA. - 14:(2010), pp. 842-873.
File in questo prodotto:
File Dimensione Formato  
Portioli_2010.pdf

non disponibili

Tipologia: Documento in Post-print
Licenza: Accesso privato/ristretto
Dimensione 3.86 MB
Formato Adobe PDF
3.86 MB Adobe PDF   Visualizza/Apri   Richiedi una copia

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11588/369302
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 13
  • ???jsp.display-item.citation.isi??? 14
social impact