Dynamic Behavior of an Inclined Existing Masonry Tower in Italy

The renaissance bell tower of San Benedetto in Ferrara (Italy) has been investigated to understand its nonlinear dynamics correctly with the Non-Smooth Contact Dynamic (NSCD) method. The masonry structure has been modeled with the Discrete Element Methods (DEM), assuming rigid blocks and frictional...
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Gespeichert in:

Autor*in:	Angela Ferrante [verfasserIn] Francesco Clementi [verfasserIn] Gabriele Milani [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2019

Schlagwörter:	masonry tower inclination effect vulnerability nonlinear dynamic analysis non-smooth contact dynamic (NSCD)

Übergeordnetes Werk:	In: Frontiers in Built Environment - Frontiers Media S.A., 2015, 5(2019)
Übergeordnetes Werk:	volume:5 ; year:2019

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3389/fbuil.2019.00033

Katalog-ID:	DOAJ029880262

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520			\|a The renaissance bell tower of San Benedetto in Ferrara (Italy) has been investigated to understand its nonlinear dynamics correctly with the Non-Smooth Contact Dynamic (NSCD) method. The masonry structure has been modeled with the Discrete Element Methods (DEM), assuming rigid blocks and frictional joints, with the aim to recreate the tower in the actual configuration with the inclination and in a fictitious perfect vertical shape in order to assess the influence of the initial slope on its dynamics. The contacts between blocks are governed by the Signorini's impenetrability condition and by dry-friction Coulomb's law. Both configurations have been analyzed inducing real seismic excitations of various types and intensities, corresponding to the six main seismic events of the last few decades in Italy. Thus, the seismic vulnerability of the examined tower is clearly expressed in the numerical results, proving the effects due to the inclination on the amplification of the vulnerability and the several possible collapse mechanisms. Moreover, the NSCD has demonstrated to be a powerful numerical technique to obtain highly accurate results in the structural analyses of masonry structures in the nonlinear range.
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spelling	10.3389/fbuil.2019.00033 doi (DE-627)DOAJ029880262 (DE-599)DOAJ220e97f22c074119bf413be7bcfc9638 DE-627 ger DE-627 rakwb eng TA1-2040 HT165.5-169.9 Angela Ferrante verfasserin aut Dynamic Behavior of an Inclined Existing Masonry Tower in Italy 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The renaissance bell tower of San Benedetto in Ferrara (Italy) has been investigated to understand its nonlinear dynamics correctly with the Non-Smooth Contact Dynamic (NSCD) method. The masonry structure has been modeled with the Discrete Element Methods (DEM), assuming rigid blocks and frictional joints, with the aim to recreate the tower in the actual configuration with the inclination and in a fictitious perfect vertical shape in order to assess the influence of the initial slope on its dynamics. The contacts between blocks are governed by the Signorini's impenetrability condition and by dry-friction Coulomb's law. Both configurations have been analyzed inducing real seismic excitations of various types and intensities, corresponding to the six main seismic events of the last few decades in Italy. Thus, the seismic vulnerability of the examined tower is clearly expressed in the numerical results, proving the effects due to the inclination on the amplification of the vulnerability and the several possible collapse mechanisms. Moreover, the NSCD has demonstrated to be a powerful numerical technique to obtain highly accurate results in the structural analyses of masonry structures in the nonlinear range. masonry tower inclination effect vulnerability nonlinear dynamic analysis non-smooth contact dynamic (NSCD) Engineering (General). Civil engineering (General) City planning Francesco Clementi verfasserin aut Gabriele Milani verfasserin aut In Frontiers in Built Environment Frontiers Media S.A., 2015 5(2019) (DE-627)835890481 (DE-600)2835358-4 22973362 nnns volume:5 year:2019 https://doi.org/10.3389/fbuil.2019.00033 kostenfrei https://doaj.org/article/220e97f22c074119bf413be7bcfc9638 kostenfrei https://www.frontiersin.org/article/10.3389/fbuil.2019.00033/full kostenfrei https://doaj.org/toc/2297-3362 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2003 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 5 2019
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allfieldsSound	10.3389/fbuil.2019.00033 doi (DE-627)DOAJ029880262 (DE-599)DOAJ220e97f22c074119bf413be7bcfc9638 DE-627 ger DE-627 rakwb eng TA1-2040 HT165.5-169.9 Angela Ferrante verfasserin aut Dynamic Behavior of an Inclined Existing Masonry Tower in Italy 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The renaissance bell tower of San Benedetto in Ferrara (Italy) has been investigated to understand its nonlinear dynamics correctly with the Non-Smooth Contact Dynamic (NSCD) method. The masonry structure has been modeled with the Discrete Element Methods (DEM), assuming rigid blocks and frictional joints, with the aim to recreate the tower in the actual configuration with the inclination and in a fictitious perfect vertical shape in order to assess the influence of the initial slope on its dynamics. The contacts between blocks are governed by the Signorini's impenetrability condition and by dry-friction Coulomb's law. Both configurations have been analyzed inducing real seismic excitations of various types and intensities, corresponding to the six main seismic events of the last few decades in Italy. Thus, the seismic vulnerability of the examined tower is clearly expressed in the numerical results, proving the effects due to the inclination on the amplification of the vulnerability and the several possible collapse mechanisms. Moreover, the NSCD has demonstrated to be a powerful numerical technique to obtain highly accurate results in the structural analyses of masonry structures in the nonlinear range. masonry tower inclination effect vulnerability nonlinear dynamic analysis non-smooth contact dynamic (NSCD) Engineering (General). Civil engineering (General) City planning Francesco Clementi verfasserin aut Gabriele Milani verfasserin aut In Frontiers in Built Environment Frontiers Media S.A., 2015 5(2019) (DE-627)835890481 (DE-600)2835358-4 22973362 nnns volume:5 year:2019 https://doi.org/10.3389/fbuil.2019.00033 kostenfrei https://doaj.org/article/220e97f22c074119bf413be7bcfc9638 kostenfrei https://www.frontiersin.org/article/10.3389/fbuil.2019.00033/full kostenfrei https://doaj.org/toc/2297-3362 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2003 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 5 2019
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authorswithroles_txt_mv	Angela Ferrante @@aut@@ Francesco Clementi @@aut@@ Gabriele Milani @@aut@@
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callnumber-first	T - Technology
author	Angela Ferrante
spellingShingle	Angela Ferrante misc TA1-2040 misc HT165.5-169.9 misc masonry tower misc inclination effect misc vulnerability misc nonlinear dynamic analysis misc non-smooth contact dynamic (NSCD) misc Engineering (General). Civil engineering (General) misc City planning Dynamic Behavior of an Inclined Existing Masonry Tower in Italy
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topic_title	TA1-2040 HT165.5-169.9 Dynamic Behavior of an Inclined Existing Masonry Tower in Italy masonry tower inclination effect vulnerability nonlinear dynamic analysis non-smooth contact dynamic (NSCD)
topic	misc TA1-2040 misc HT165.5-169.9 misc masonry tower misc inclination effect misc vulnerability misc nonlinear dynamic analysis misc non-smooth contact dynamic (NSCD) misc Engineering (General). Civil engineering (General) misc City planning
topic_unstemmed	misc TA1-2040 misc HT165.5-169.9 misc masonry tower misc inclination effect misc vulnerability misc nonlinear dynamic analysis misc non-smooth contact dynamic (NSCD) misc Engineering (General). Civil engineering (General) misc City planning
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title	Dynamic Behavior of an Inclined Existing Masonry Tower in Italy
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title_full	Dynamic Behavior of an Inclined Existing Masonry Tower in Italy
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title_sort	dynamic behavior of an inclined existing masonry tower in italy
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title_auth	Dynamic Behavior of an Inclined Existing Masonry Tower in Italy
abstract	The renaissance bell tower of San Benedetto in Ferrara (Italy) has been investigated to understand its nonlinear dynamics correctly with the Non-Smooth Contact Dynamic (NSCD) method. The masonry structure has been modeled with the Discrete Element Methods (DEM), assuming rigid blocks and frictional joints, with the aim to recreate the tower in the actual configuration with the inclination and in a fictitious perfect vertical shape in order to assess the influence of the initial slope on its dynamics. The contacts between blocks are governed by the Signorini's impenetrability condition and by dry-friction Coulomb's law. Both configurations have been analyzed inducing real seismic excitations of various types and intensities, corresponding to the six main seismic events of the last few decades in Italy. Thus, the seismic vulnerability of the examined tower is clearly expressed in the numerical results, proving the effects due to the inclination on the amplification of the vulnerability and the several possible collapse mechanisms. Moreover, the NSCD has demonstrated to be a powerful numerical technique to obtain highly accurate results in the structural analyses of masonry structures in the nonlinear range.
abstractGer	The renaissance bell tower of San Benedetto in Ferrara (Italy) has been investigated to understand its nonlinear dynamics correctly with the Non-Smooth Contact Dynamic (NSCD) method. The masonry structure has been modeled with the Discrete Element Methods (DEM), assuming rigid blocks and frictional joints, with the aim to recreate the tower in the actual configuration with the inclination and in a fictitious perfect vertical shape in order to assess the influence of the initial slope on its dynamics. The contacts between blocks are governed by the Signorini's impenetrability condition and by dry-friction Coulomb's law. Both configurations have been analyzed inducing real seismic excitations of various types and intensities, corresponding to the six main seismic events of the last few decades in Italy. Thus, the seismic vulnerability of the examined tower is clearly expressed in the numerical results, proving the effects due to the inclination on the amplification of the vulnerability and the several possible collapse mechanisms. Moreover, the NSCD has demonstrated to be a powerful numerical technique to obtain highly accurate results in the structural analyses of masonry structures in the nonlinear range.
abstract_unstemmed	The renaissance bell tower of San Benedetto in Ferrara (Italy) has been investigated to understand its nonlinear dynamics correctly with the Non-Smooth Contact Dynamic (NSCD) method. The masonry structure has been modeled with the Discrete Element Methods (DEM), assuming rigid blocks and frictional joints, with the aim to recreate the tower in the actual configuration with the inclination and in a fictitious perfect vertical shape in order to assess the influence of the initial slope on its dynamics. The contacts between blocks are governed by the Signorini's impenetrability condition and by dry-friction Coulomb's law. Both configurations have been analyzed inducing real seismic excitations of various types and intensities, corresponding to the six main seismic events of the last few decades in Italy. Thus, the seismic vulnerability of the examined tower is clearly expressed in the numerical results, proving the effects due to the inclination on the amplification of the vulnerability and the several possible collapse mechanisms. Moreover, the NSCD has demonstrated to be a powerful numerical technique to obtain highly accurate results in the structural analyses of masonry structures in the nonlinear range.
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title_short	Dynamic Behavior of an Inclined Existing Masonry Tower in Italy
url	https://doi.org/10.3389/fbuil.2019.00033 https://doaj.org/article/220e97f22c074119bf413be7bcfc9638 https://www.frontiersin.org/article/10.3389/fbuil.2019.00033/full https://doaj.org/toc/2297-3362
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