| 注册
首页|期刊导航|长江科学院院报|加筋土挡墙自振频率计算方法对比分析

加筋土挡墙自振频率计算方法对比分析

蔡晓光 蔡博渊 李思汉 黄鑫 徐洪路 朱晨

长江科学院院报2025,Vol.42Issue(4):120-126,7.
长江科学院院报2025,Vol.42Issue(4):120-126,7.DOI:10.11988/ckyyb.20240043

加筋土挡墙自振频率计算方法对比分析

Comparative Analysis of Calculation Methods for Natural Vibration Frequency of Reinforced Soil Retaining Walls

蔡晓光 1蔡博渊 2李思汉 1黄鑫 1徐洪路 3朱晨4

作者信息

  • 1. 防灾科技学院防灾减灾工程学院,河北三河 065201||河北省地震灾害防御与风险评价重点实验室,河北三河 065201||廊坊市加筋土结构研发与应用重点实验室,河北三河 065201
  • 2. 防灾科技学院防灾减灾工程学院,河北三河 065201
  • 3. 中国地震局工程力学研究所,哈尔滨 150080
  • 4. 河北工业大学土木与交通学院,天津 300401
  • 折叠

摘要

Abstract

Natural vibration frequency is a crucial parameter in the seismic design of reinforced soil retaining walls.To date,there is no consensus on the calculation methods for the natural vibration frequency of non-monolithic rein-forced soil retaining walls.This paper reviews seven existing methods for calculating the natural vibration frequency.Taking the modular reinforced soil retaining wall(hereinafter referred to as the modular type)and the composite gabion geogrid reinforced soil retaining wall(hereinafter referred to as the composite type)as research subjects,we assess the effectiveness of these existing calculation methods by comparing the accuracy coefficient and the absolute percentage error between the measured and calculated results.The analysis reveals that the natural vibration fre-quencies of the modular and composite models are generally consistent at different heights.Wu Yongsheng's calcu-lation method shows the closest agreement with the actual measurements.Ghanbari's method can more effectively mitigate the influence of parameter changes on the analytical calculation,thus demonstrating stronger adaptability.Xu Peng's method has certain advantages in terms of accuracy and adaptability,with a wider application scope.In seismic design,we recommend that engineers evaluate the natural vibration frequency of the reinforced soil retaining wall before and after construction and consider the horizontal displacement of the panels as an indicator to measure the structural damage state.

关键词

土工合成材料/加筋土挡墙/自振频率/振动台试验/对比分析

Key words

geosynthetic materials/reinforced soil retaining wall/natural frequency/shake table test/comparative analysis

分类

建筑与水利

引用本文复制引用

蔡晓光,蔡博渊,李思汉,黄鑫,徐洪路,朱晨..加筋土挡墙自振频率计算方法对比分析[J].长江科学院院报,2025,42(4):120-126,7.

基金项目

地震科技星火计划项目(XH23067YA) (XH23067YA)

廊坊市科学技术研究与发展计划项目(2023013205) (2023013205)

河北省高等学校科学研究计划项目(BJK2024034) (BJK2024034)

江苏省地质工程环境智能监控工程研究中心开放基金项目(2023-ZNJKJJ-06) (2023-ZNJKJJ-06)

长江科学院院报

OA北大核心

1001-5485

访问量0
|
下载量0
段落导航相关论文