同济大学学报（自然科学版）2011，Vol.39Issue(9)：1273-1279,7.DOI:10.3969/j.issn.0253-374x.2011.09.004
不同地震波输入机制下的结构振动台模型试验
Different Input Meshanism of Seismic on Shaking Table Test
摘要
Abstract
A ten-story frame structure is designed for shaking table model test and the influence of different input mechanisms on the seismic responses of the structure are discussed. Based on the free-field tests and soil-structure interaction tests, three waves are selected and used as shaking table model test inputs. They are records used in the former tests, the soil's surface records obtained from the free-field tests and the foundation response of soil-structure interaction tests respectively. A comparative study is made of the results with those obtained from soil-structure interaction system and a discussion is held on the reasonableness of the different input mechanisms. The test results show that if the bedrock wave is used as input without considering the soil factor, themaximum error may occur;when free field waves are used as input, the error may reduce; if the time history record at the foundation in the soil-structure system test is used as input, the structure response will be much colser to the soil-structure interaction system, but sometimes the structural response may be underestimated.关键词
振动台模型试验/土-结构相互作用/地震动输入/输入机制Key words
shaking table model test/soil-structure interaction/ground motion input/input mechanism分类
建筑与水利引用本文复制引用
康帅,楼梦麟,殷琳..不同地震波输入机制下的结构振动台模型试验[J].同济大学学报（自然科学版）,2011,39(9):1273-1279,7.基金项目
国家自然科学基金重点项目(90915011) （90915011）
科技部国家重点实验室基础研究项目(SLDRCE08-A-07) （SLDRCE08-A-07）
