黑龙江科学2024,Vol.15Issue(24) :71-73.

抗震设防烈度变化对RC框架结构抗震性能控制参数的影响分析

Analysis of the Influence of Seismic Fortification Intensity Variation on Seismic Performance Control Parameters of RC Frame Structures

李深
黑龙江科学2024,Vol.15Issue(24) :71-73.

抗震设防烈度变化对RC框架结构抗震性能控制参数的影响分析

Analysis of the Influence of Seismic Fortification Intensity Variation on Seismic Performance Control Parameters of RC Frame Structures

李深1
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作者信息

  • 1. 山东华宇工学院,山东德州 253034
  • 折叠

摘要

采用PKPM对典型既有钢筋混凝土(RC)框架结构算例模型进行研究,在保持结构基本参数信息不变的前提下将抗震设防烈度作为变量,分析结构关键抗震控制参数的变化规律,包括周期比、轴压比和层间位移角等,揭示抗震设防烈度提升对结构性能及抗震能力的显著影响,提出有针对性的抗震加固建议,为既有建筑抗震加固提供理论支撑和技术参考.

Abstract

The study analyzes the numerical model of a typical RC frame structure with PKPM;takes the seismic fortification intensity under the premise of unchanged keeping the basic parameter information as a variable;analyzes the variation law of the key seismic control parameters of the structure,including period ratio,axial compression ratio and interlayer displacement angle,etc.;and reveals the significant influence of seismic fortification intensity increase on structural performance and seismic capability.Then the study proposes some specific seismic reinforcement suggestions to provide theoretical support and technical reference for seismic reinforcement of existing buildings.

关键词

RC框架结构/抗震参数变化/抗震性能

Key words

RC frame structure/Seismic parameter change/Seismic performance

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出版年

2024
黑龙江科学
黑龙江省科学院

黑龙江科学

影响因子:1.014
ISSN:1674-8646
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