Seismic fragility assessment of typical bridges in Northeastern Brazil

被引：3

作者：

Ferreira Cavalcante, Gustavo Henrique ^{[1
]}

Vieira Pereira, Eduardo Marques ^{[1
]}

Rodrigues, Isabela Durci ^{[2
]}

Marcos Vieira Junior, Luiz Carlos ^{[1
]}

Padgett, Jamie Ellen ^{[3
]}

Siqueira, Gustavo Henrique ^{[1
]}

机构：

[1] Univ Estadual Campinas Unicamp, Fac Engn Civil Arquitetura & Urbanismo, Dept Estruturas, Campinas, SP, Brazil

[2] Univ Sao Paulo, Dept Estruturas, Escola Engn Sao Carlos, Sao Carlos, SP, Brazil

[3] Rice Univ, Dept Civil & Environm Engn, Houston, TX USA

来源：

LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES | 2022年 / 19卷 / 05期

关键词：

seismic demand; fragility functions; parametric analysis; earthquake engineering; vulnerability assessment; HIGHWAY BRIDGES; INTENSITY MEASURES; CURVES; METHODOLOGY; EARTHQUAKE; SCALAR;

D O I：

10.1590/1679-78257062

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents a seismic fragility assessment of bridges commonly found in Northeastern Brazil. A generic three-dimensional nonlinear finite-element model is generated in OpenSees to enable variation of geometric features and component modeling. A parametric analysis is performed to evaluate the impact of the geometric and physical variations of the bridge inventory on the seismic behavior of the structures. Nonlinear time-history analyses using four sets of natural earthquake records are performed to obtain the Probabilistic Seismic Demand Model for the bridges. Capacity models are adopted according to previous studies to be combined with demand models to generate fragility functions. This article helps the decision markers to predict the seismic behavior of typical bridges in Northeastern Brazil, which enables the evaluation of risk mitigation methods.

引用

页数：18

共 50 条

[31] Fragility curves for the seismic vulnerability of a stock of Italian highway bridges [J].

Crespi, Pietro ;

Scamardo, Manuela ;

Buoninconti, Rocco .

STRUCTURES, 2025, 78

[32] Seismic fragility analysis for tall pier bridges with rocking foundations [J].

Chen, Xu ;

Li, Jianzhong .

ADVANCES IN BRIDGE ENGINEERING, 2021, 2 (01)

[33] Effects of Pounding and Skewness on Seismic Responses of Typical Multispan Highway Bridges Using the Fragility Function Method [J].

Huo, Yili ;

Zhang, Jian .

JOURNAL OF BRIDGE ENGINEERING, 2013, 18 (06) :499-515

[34] Seismic Fragility Analysis of Cable-Stayed Bridges Considering Different Sources of Uncertainties [J].

Pang, Yutao ;

Wu, Xun ;

Shen, Guoyu ;

Yuan, Wancheng .

JOURNAL OF BRIDGE ENGINEERING, 2014, 19 (04)

[35] Seismic fragility analysis of bridges by relevance vector machine based demand prediction model [J].

Ghosh, Swarup ;

Chakraborty, Subrata .

EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2022, 21 (01) :253-268

[36] Seismic Fragility Assessment of Concrete Bridge Pier Reinforced with Superelastic Shape Memory Alloy [J].

Billah, A. H. M. Muntasir ;

Alam, M. Shahria .

EARTHQUAKE SPECTRA, 2015, 31 (03) :1515-1541

[37] Seismic fragility performance of skewed and curved bridges in low-to-moderate seismic region [J].

Chen, Luke ;

Chen, Suren .

EARTHQUAKES AND STRUCTURES, 2016, 10 (04) :789-810

[38] Optimal intensity measure-based seismic fragility surfaces for curved bridges considering their sensitivity to seismic excitation direction [J].

Rashid, Muhammad ;

Nishio, Mayuko .

EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2025, 24 (02) :509-526

[39] Seismic Fragility Assessment of Cable-Stayed Bridges Crossing Fault Rupture Zones [J].

Guo, Junjun ;

Gu, Yitong ;

Wu, Weihong ;

Chu, Shihyu ;

Dang, Xinzhi .

BUILDINGS, 2022, 12 (07)

[40] Machine learning-aided parameterized seismic fragility models of bridges for network-level functionality assessment [J].

Luo, Qin ;

Wang, Xiaowei ;

Pang, Yutao ;

Ye, Aijun .

ENGINEERING STRUCTURES, 2025, 340

← 1 2 3 4 5 →