Nonlinear earthquake response of integral abutment bridges on vertical and batter piles: A practical approach

被引：2

作者：

Cemalovic, Miran ^{[1
,2
,5
]}

Husebo, Jan B. ^{[1
,3
]}

Kaynia, Amir M. ^{[2
,4
]}

机构：

[1] Sweco Norway AS, Struct Engn Technol, Bergen, Norway

[2] Norwegian Univ Sci & Technol, Dept Struct Engn, Trondheim, Norway

[3] Western Norway Univ Appl Sci, Dept Civil Engn, Bergen, Norway

[4] Norconsult AS, Sandvika, Norway

[5] Sweco Norway AS, Struct Engn Technol, Fantoftvegen 14P, N-5072 Bergen, Norway

来源：

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS | 2024年 / 53卷 / 01期

关键词：

batter piles; integral abutment bridge; macro-element; pile groups; soil-structure interaction; BOUNDING SURFACE PLASTICITY; FINITE-ELEMENT-ANALYSIS; INCLINED PILE; HYPOPLASTIC MACROELEMENT; SEISMIC BEHAVIOR; DISSIPATION; FOUNDATIONS; ALGORITHMS; MODEL;

D O I：

10.1002/eqe.4030

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

This paper presents a new finite element framework for seismic analysis of IABs (and other similar structures) on vertical and batter piles that takes into account nonlinear soil-structure interaction. A previously developed macro-element and linear impedance matrix are implemented in a time and modal domain solution, respectively. Detailed pseudo-codes describing the implementation strategy for the macro-element are provided. The solutions are validated using rigorous numerical models constructed in OpenSees MP. The software is further demonstrated by performing an extensive set of incremental dynamic analyses, where the effect of linear and nonlinear SSI, batter angle, pile spacing and asymmetric configuration is addressed and discussed.

引用

页码：451 / 471

页数：21

共 50 条

[31] Use of rubberised backfills for improving the seismic response of integral abutment bridges
Argyroudis, Sotiris
Palaiochorinou, Anastasia
Mitoulis, Stergios
Pitilakis, Dimitris
BULLETIN OF EARTHQUAKE ENGINEERING, 2016, 14 (12) : 3573 - 3590
[32] Assessment and modeling of embankment participation in the seismic response of integral abutment bridges
Kotsoglou, A. N.
Pantazopoulou, S. J.
BULLETIN OF EARTHQUAKE ENGINEERING, 2009, 7 (02) : 343 - 361
[33] Approach to the design and experimental study on integral abutment bridges for Japanese highways
Wada, Y.
Nanazawa, T.
Endo, S.
LIFE-CYCLE OF STRUCTURAL SYSTEMS: DESIGN, ASSESSMENT, MAINTENANCE AND MANAGEMENT, 2015, : 1426 - 1433
[34] Kinematic response of single vertical and batter piles to bidirectional ground motions in liquefiable soil
Rajeswari, J. S.
Sarkar, Rajib
STRUCTURES, 2022, 37 : 203 - 216
[35] Behaviour of integral bridges under vertical and horizontal earthquake ground motion
Masrilayanti, M.
Weekes, L.
BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE EXTENSION, 2014, : 2466 - 2471
[36] Response of integral abutment bridges under a sequence of thermal loading and seismic shaking
Tsinidis, Grigorios
Papantou, Maria
Mitoulis, Stergios
EARTHQUAKES AND STRUCTURES, 2019, 16 (01) : 11 - 28
[37] Effect of Soil Conditions on the Seismic Response of Three-Span Integral Abutment Bridges
Kozak, D. L.
Fahnestock, L. A.
LaFave, J. M.
STRUCTURES CONGRESS 2018: BRIDGES, TRANSPORTATION STRUCTURES, AND NONBUILDING STRUCTURES, 2018, : 100 - 110
[38] Field-Measured Response of an Integral Abutment Bridge with Short Steel H-Piles
Davids, William G.
Sandford, Thomas
Ashley , Sarah
DeLano, John
Lyons, Christopher
JOURNAL OF BRIDGE ENGINEERING, 2010, 15 (01) : 32 - 43
[39] Nonlinear Finite-Element Analysis of Integral Abutment Bridges due to Cyclic Thermal Changes
Abdel-Fattah, Mohamed T.
Abdel-Fattah, Tarek T.
Hemada, Amr A.
JOURNAL OF BRIDGE ENGINEERING, 2018, 23 (02)
[40] Nonlinear dynamic response of floating piles under vertical vibration
Kumar, S.
Biswas, S.
Manna, B.
Computer Methods and Recent Advances in Geomechanics, 2015, : 951 - 956

← 1 2 3 4 5 →