地震工程学报2025，Vol.47Issue(5)：1076-1089,14.DOI:10.20000/j.1000-0844.20240119001
南山佛法身舍利塔动力弹塑性分析
Dynamic elastoplastic analysis of the Nanshan Buddhist Body Relic Pagoda
摘要
Abstract
The Nanshan Buddhist Body Relic Pagoda is a newly constructed heritage-style land-mark within Nanguo Temple,a national 4A-level tourist attraction.This reinforced concrete and steel reinforced concrete composite frame-core wall system,designed for a service life of 100 years,initially lacked full consideration of site conditions and design lifespan in its rare-earth-quake design.Using MIDAS Gen,this study established a finite element model and conducted ad-justed dynamic elastic/elastoplastic time-history analyses on the structure under three seismic waves(two natural and one artificial).Fiber models were employed for elastoplastic analysis to evaluate its shear forces,overturning moments,deformations,yielding states,hysteretic energy dissipation,and overall energy response.The results demonstrate the following:(1)story stiff-ness variations correspond to the structural layout and member configuration;(2)elastoplastic story drift ratios all satisfy the code limit of 1/100,with peak values corresponding to the struc-tural arrangement;(3)the core-tube shear walls exhibit moderate yielding and substantial energy dissipation,whereas the outer frames show minimal yielding;and(4)superior seismic energy dissipation capacity of the structure ensures strong earthquake resistance.Analysis confirms that,despite initial design limitations,the Nanshan Pagoda's improved seismic design and detailing pro-vide reliable safety and excellent seismic performance,providing valuable guidance for similar structures.关键词
南山佛塔/动力弹塑性/罕遇地震/抗震性能/地震响应Key words
Nanshan Pagoda/dynamic elastoplastic analysis/rare earthquake/seismic perform-ance/seismic response分类
建筑与水利引用本文复制引用
李灵君,王秀丽,程春玲,苏永,王鑫,蒋天娇,朱宏瑞..南山佛法身舍利塔动力弹塑性分析[J].地震工程学报,2025,47(5):1076-1089,14.基金项目
国家自然科学基金(52068063) （52068063）
甘肃省教育厅2024年度高校教师创新基金(2024B-129) （2024B-129）
天水师范学院2020年创新基金项目(CXJ2020-22) （CXJ2020-22）
积石山6.2级地震X062线寨子沟至居集公路灾后重建工程检测服务(1222-2412009) （1222-2412009）
