Effect of Pre-Hole Filled with High-Damping Material on the Inelastic Response Spectrum of Integral Abutment Bridges

被引：5

作者：

Aloisio, Angelo ^{[1
]}

Pelliciari, Matteo ^{[2
]}

Xue, Junqing ^{[3
]}

Fragiacomo, Massimo ^{[1
]}

Briseghella, Bruno ^{[3
]}

机构：

[1] Univ Aquila, Dept Civil Construct Architectural & Environm Engn, Laquila, Italy

[2] Univ Modena & Reggio Emilia, Dept Engn Enzo Ferrari, Modena, Italy

[3] Fuzhou Univ, Coll Civil Engn, Fuzhou, Peoples R China

来源：

JOURNAL OF EARTHQUAKE ENGINEERING | 2023年 / 27卷 / 12期

基金：

中国国家自然科学基金;

关键词：

Integral abutment bridge; soil-structure interaction; seismic response; reinforced concrete piles; hysteresis modeling; force-reduction factors; DYNAMIC PROPERTIES; SHEAR MODULUS; PILE; DESIGN; FORMULATION; BEHAVIOR; CURVES;

D O I：

10.1080/13632469.2022.2136790

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper estimates the effect of a pre-hole filled with high-damping material on the inelastic response spectrum of Integral Abutment Bridges (IAB) with pile foundation. The hysteretic response of the pile, described by a Winkler beam model, is obtained from the piece-wise definition of the subgrade stiffness, calibrated on experimental data. The pre-hole with damping pre-hole determines a reduction of the demand spectral acceleration. The force modification factors of the acceleration response spectrum of the bridge superstructure under a large set of strong/motion earthquakes are estimated. The force-reduction factors for the elastic design of IABs with damping pre-hole are proposed.

引用

页码：3319 / 3340

页数：22