Scalar Structure-Specific Ground Motion Intensity Measures for Assessing the Seismic Performance of Structures: A Review

被引：82

作者：

Kostinakis, Konstantinos ^{[1
]}

Fontara, Ioanna-Kleoniki ^{[2
]}

Athanatopoulou, Asimina M. ^{[1
]}

机构：

[1] Aristotle Univ Thessaloniki, Dept Civil Engn, Aristotle Univ Campus, Thessaloniki 54124, Greece

[2] Tech Univ Berlin, Inst Civil Engn, Berlin, Germany

来源：

JOURNAL OF EARTHQUAKE ENGINEERING | 2018年 / 22卷 / 04期

关键词：

Scalar Ground Motion IMs; Structure-Specific Intensity Measures; Estimation of Seismic Response; Nonlinear Dynamic Analysis; Performance-Based Earthquake Engineering; SPECTRAL SHAPE; ACCELERATION PARAMETERS; ALTERNATIVE SCALAR; FRAGILITY ANALYSIS; DAMAGE INDEXES; NEAR-SOURCE; VECTOR; ENERGY; DEMANDS; CAPACITY;

D O I：

10.1080/13632469.2016.1264323

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The assessment of the seismic performance depends on the choice of the earthquake Intensity Measure (IM). During the past years many IMs, which take into account not only earthquake characteristics but also structural information, have been proposed. However, no consensus on which IM is the best predictor of the seismic response exists. Along these lines, the objective of this paper is to present the various developed scalar structure-specific seismic IMs and the problems associated with their use in practice, so that the engineer may become familiar with them and their implications in the context of Performance-Based Earthquake Engineering.

引用

页码：630 / 665

页数：36

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