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古木结构抗震经验评价方法的优化与评价体系的建立

刘荣桂 张弛 李林

江苏大学学报(自然科学版)2011,Vol.32Issue(6):736-740,5.
江苏大学学报(自然科学版)2011,Vol.32Issue(6):736-740,5.DOI:10.3969/j.issn.1671-7775.2011.06.024

古木结构抗震经验评价方法的优化与评价体系的建立

Seismic experience evaluation method optimization and evaluation system establishment about Chinese ancient wooden structures

刘荣桂 1张弛 1李林2

作者信息

  • 1. 江苏大学土木工程与力学学院,江苏镇江212013
  • 2. 华中科技大学土木工程与力学学院,湖北武汉430074
  • 折叠

摘要

Abstract

Based on the rich seismic evaluation experiences of cultural relics protection units in Wuhan of China, the origins of the principles and contents in original seismic evaluation approach of Chinese ancient wooden structures were analyzed. According to referent seismic resistance criteria, newest research results and seismic damage examples, two new ways were proposed based on the newest seismic evaluation demands. The evaluation contents and evaluation tables were improved to specify and quantify the original evaluation contents. According to the proposed method, the person who conducts evaluation work can realize the key point and basis of real investigation and evaluation project. The peak accelerations and the seismic coefficient characteristic values were calculated to achieve the limit values for different earthquake damage ranges under seismic resistance requirements of three standards in divided zones. Therefore, a new evaluation system was set up. Based on the plan picture of dynamic coefficients in divided zones of Wuhan, earthquake damages of ancient wooden structures were predicted by the proposed evaluation method and evaluation system to obtain the earthquake damage evaluation results.

关键词

古木结构建筑/地震影响系数/动力放大系数/三水准分区划/震害评价

Key words

Chinese ancient wooden structures/seismic influence factors/dynamic amplification coefficient/three standards in divided zones/seismic damage evaluation

分类

建筑与水利

引用本文复制引用

刘荣桂,张弛,李林..古木结构抗震经验评价方法的优化与评价体系的建立[J].江苏大学学报(自然科学版),2011,32(6):736-740,5.

基金项目

国家杰出青年科学基金资助项目(50925828) (50925828)

国家自然科学基金资助项目(50878098) (50878098)

江苏大学学报(自然科学版)

OA北大核心CSTPCD

1671-7775

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