Open Issues in the Seismic Design and Assessment of Bridges

被引:0
|
作者
Pinto, Paolo E. [1 ]
Franchin, Paolo [1 ]
机构
[1] Univ Roma La Sapienza, Dept Struct & Geotech Engn, I-00197 Rome, Italy
来源
关键词
SPATIAL VARIABILITY; SHEAR-STRENGTH; MODEL; SOIL;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The chapter presents an overview of recent research on the seismic assessment/retrofit and design of bridges, focussing on some of the aspects which are still not adequately covered in the codes. These are: The level of protection to be provided when upgrading an existing bridge, and in particular whether this should be differentiated between new designs and retrofit of existing bridges; The appropriate methods of analysis and modelling, with emphasis on the scope of nonlinear static methods and to the problems related to the selection of the input for dynamic analysis; Soil-foundation-structure interaction and non uniform support input, representing two controversial issues that may be mature for an inclusion in routine bridge analysis.
引用
收藏
页码:311 / 330
页数:20
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