Shear panels for seismic protection of buildings

被引:0
作者
Foti, D [1 ]
Diaferio, M [1 ]
机构
[1] Politecn Bari, Dipartimento Ingn Strutturale, Bari, Italy
来源
STRUCTURAL DYNAMICS, VOLS 1 AND 2 | 1999年
关键词
D O I
暂无
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
This paper presents a preliminary study on an aluminium shear panel for the seismic protection of structures. The aluminium alloy was chosen for its low yield stress that will minimize the displacements that induce inelastic excursions in the hysteretic damper. A numerical analysis has been performed on a single-bay one-floor steel frame equipped with two aluminium shear panels. The results have been compared to those obtained for a similar mild steel device. The aluminium shear panel reduces the maximum base shear forces and shows a larger dissipation capacity compared to the mild steel one.
引用
收藏
页码:1223 / 1228
页数:6
相关论文
共 50 条
[21]   Seismic protection & protection against demolition of Bucharest heritage buildings [J].
Lungu, D. ;
Aldea, A. ;
Arion, C. .
PROTECTION OF HISTORICAL BUILDINGS - PROHITECH 09, VOL 1 AND 2, 2009, :1311-1320
[22]   The influence of infill panels on the seismic behaviour of reinforced concrete buildings [J].
Fiore, Alessandra ;
Netti, Adriana ;
Monaco, Pietro .
Ingegneria Sismica, 2011, 28 (03) :67-84
[23]   Multiaxial active isolation for seismic protection of buildings [J].
Chang, Chia-Ming ;
Spencer, Billie F., Jr. ;
Shi, Pengfei .
STRUCTURAL CONTROL & HEALTH MONITORING, 2014, 21 (04) :484-502
[24]   The Sliding Isolation Pendulum for the seismic protection of buildings [J].
Huber, P. ;
Medeot, R. .
STRUCTURES UNDER SHOCK AND IMPACT X, 2008, 98 :323-332
[25]   Soil grouting for the seismic protection of existing buildings [J].
Lombardi, Daniele ;
Flora, Alessandro ;
Lirer, Stefania ;
Silvestri, Francesco .
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-GROUND IMPROVEMENT, 2014, 167 (03) :206-218
[26]   Soft grouting for the seismic protection of existing buildings [J].
Lombardi, D. ;
Nappa, V. ;
Flora, A. .
SOIL-STRUCTURE INTERACTION, UNDERGROUND STRUCTURES AND RETAINING WALLS, 2014, 4 :169-175
[27]   Assessment of shear deformations on the seismic response of asymmetric shear wall buildings [J].
Tena-Colunga, A ;
Pérez-Osornio, MA .
JOURNAL OF STRUCTURAL ENGINEERING, 2005, 131 (11) :1774-1779
[28]   INFLUENCE OF DIFFERENT SITES ON SEISMIC BASE SHEAR OF BUILDINGS [J].
BALENDRA, T ;
HEIDEBRECHT, AC .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1986, 14 (04) :623-642
[29]   SHEAR-WAVES IN BUILDINGS SUBJECT TO SEISMIC LOADING [J].
NADOLSKI, W ;
PIELORZ, A .
BUILDING AND ENVIRONMENT, 1981, 16 (04) :279-285
[30]   Optimum strength distribution for seismic resistant shear buildings [J].
Mohammadi, RK ;
El Naggar, MH ;
Moghaddam, H .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2004, 41 (22-23) :6597-6612