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GSW全文库(1)
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知网期刊论文(158)
在“
Elsevier电子期刊
”中,
命中:
58
条,耗时:小于0.01 秒
在所有数据库中总计命中:
293
条
1.
Testing of “Global Young's Modulus E” on a rehabilitated
masonry
bell
tower
in Venice
作者:
Otello Bergamo
a
;
otellobergamo@libero.it
;
Giuseppe Campione
b
;
;
Gaetano Russo
a
关键词:
Masonry
;
Bell
tower
;
Rehabilitation
;
Rayleigh's method
;
Experimental analysis
;
Venice
刊名:Engineering Failure Analysis
出版年:2017
2.
A numerical procedure for the pushover analysis of
masonry
tower
s
作者:
Massimiliano Bocciarelli
;
massimiliano.bocciarelli@polimi.it
;
Gaia Barbieri
关键词:
Masonry
tower
;
Pushover analysis
;
Plastic hinge length
;
Computing time
;
Probabilistic analysis
刊名:Soil Dynamics and Earthquake Engineering
出版年:2017
3.
Earthquake protection of the Torre Grossa medieval
tower
of San Gimignano, Italy by vertical external prestressing
作者:
Adolfo Preciado
a
;
adolfopreciado@iteso.mx
;
Gianni Bartoli
b
;
gianni.bartoli@unifi.it
;
Alejandro Ramí
;
rez-Gaytá
;
n
c
;
l7m8s3r@gmail.com
关键词:
Earthquake hazard
;
Medieval
tower
s
;
Historical
masonry
;
Nonlinear assessment
;
Seismic retrofitting
;
FRP prestressing
刊名:Engineering Failure Analysis
出版年:2017
4.
Environmental effects on natural frequencies of the San Pietro bell
tower
in Perugia, Italy, and their removal for structural performance assessment
作者:
Filippo Ubertini
a
;
filippo.ubertini@unipg.it" class="auth_mail" title="E-mail the corresponding author
;
Gabriele Comanducci
a
;
Nicola Cavalagli
a
;
Anna Laura Pisello
b
;
c
;
Annibale Luigi Materazzi
a
;
Franco Cotana
b
关键词:
Structural health monitoring
;
Environmental effects
;
Cultural heritage preservation
;
Historical constructions
;
Weather conditions
;
Continuous hygro-thermal monitoring
;
Operational modal analysis
刊名:Mechanical Systems and Signal Processing
出版年:2017
5.
Seismic assessment of historical
masonry
tower
s by means of simplified approaches and standard FEM
作者:
Marco Valente
;
Gabriele Milani
;
milani@stru.polimi.it" class="auth_mail" title="E-mail the corresponding author
关键词:
Masonry
tower
s
;
3D FE models
;
Simplified assessment procedures
;
Pushover analyses
;
Seismic safety Index
刊名:Construction and Building Materials
出版年:2016
6.
Non-linear dynamic and static analyses on eight historical
masonry
tower
s in the North-East of Italy
作者:
Marco Valente
;
Gabriele Milani
;
milani@stru.polimi.it" class="auth_mail" title="E-mail the corresponding author
关键词:
Masonry
tower
s
;
3D FE models
;
Non-linear dynamic analysis
;
Non-linear static procedure
刊名:Engineering Structures
出版年:2016
7.
Seismic vulnerability enhancement of medieval and
masonry
bell
tower
s externally prestressed with unbonded smart tendons
作者:
Adolfo Preciado
a
;
adolfopreciado@iteso.mx" class="auth_mail" title="E-mail the corresponding author
;
Silvio T. Sperbeck
b
;
silvio.sperbeck@grs.de" class="auth_mail" title="E-mail the corresponding author
;
Alejandro Ramí
;
rez-Gaytá
;
n
c
;
l7m8s3r@gmail.com" class="auth_mail" title="E-mail the corresponding author
关键词:
Earthquakes
;
Historical
masonry
;
Tower
s
;
Failures
;
Energy dissipation
;
External prestressing
;
Unbonded tendons
;
Smart materials
刊名:Engineering Structures
出版年:2016
8.
Pre-diagnostic prompt investigation and static monitoring of a historic bell-
tower
作者:
Antonella Saisi
;
antonella.saisi@polimi.it" class="auth_mail" title="E-mail the corresponding author
;
Carmelo Gentile
carmelo.gentile@polimi.it" class="auth_mail" title="E-mail the corresponding author
;
Antonello Ruccolo
antonello.ruccolo@polimi.it" class="auth_mail" title="E-mail the corresponding author
关键词:
Diagnosis
;
Dynamic testing
;
Historic
tower
;
Masonry
;
Microwave remote sensing
;
Static monitoring
刊名:Construction and Building Materials
出版年:2016
9.
Collapse analysis of the Clock and Fortified
tower
s of Finale Emilia, Italy, after the 2012 Emilia Romagna seismic sequence: Lesson learned and reconstruction hypotheses
作者:
Maurizio Acito
a
;
b
;
Claudio Chesi
a
;
b
;
Gabriele Milani
a
;
b
;
gabriele.milani@polimi.it" class="auth_mail" title="E-mail the corresponding author
;
Stefano Torri
a
;
b
关键词:
Masonry
tower
s
;
Pushover
;
Non-linear dynamic analyses
;
May 2012 Emilia Romagna earthquake
;
Rehabilitation and reconstruction
刊名:Construction and Building Materials
出版年:2016
10.
Collapse and upgrading mechanisms associated to the structural materials of a deteriorated
masonry
tower
. Nonlinear assessment under different damage and loading levels
作者:
Paloma Pineda
palomapineda@us.es" class="auth_mail" title="E-mail the corresponding author
关键词:
Masonry
structures
;
Structural failure mechanisms
;
Nonlinear analyses
;
Traditional structural materials
;
Structural behaviour improvement
刊名:Engineering Failure Analysis
出版年:2016
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