{"id":"27cb5c1c-8e67-4ed1-87ac-75123caf7a21","title":"反倾岩质斜坡振动台模型试验数据-加载工况","title_en":"Shaking table model test data for counter-bedding rock slope - load condition","serial":"","user_limit":"为尊重知识产权、保障数据作者的权益、扩展数据中心的服务、评估数据的应用潜力，请数据使用者在使用数据所产生的研究成果中（包括公开发表的论文、论著、数据产品和未公开发表的研究报告、数据产品等成果），明确注明数据来源和数据作者。对于转载（二次或多次发布）的数据，作者还须注明原始数据来源。","instructions":"文件命名：加载工况以表格格式储存，文件的名称为“jzgk.xlsx”。数据读取方式：该数据可用表格工具直接打开，第一列为编号，第二列为工况，第三列为加载方向，第四列为地震波幅值。","description":"试验共采用两种类型的地震波作为动力输入，一类为人工合成波，包括正弦波和不同超越概率的人工合成波；另一类为天然波，采用汶川卧龙波和汶川茂县波。正弦波幅值和频率是唯一的，所以可以用来研究地震动参数对斜坡动力响应的影响；天然波选取的为汶川地震发生时卧龙台站记录的土层地震波和茂县台站记录的基岩地震波，旨在通过对比两种地震波作用下斜坡的动力响应规律，探明不同类型地震波的输入对岩质斜坡动力响应规律的影响。每次加载完成后都进行白噪声扫描，用于分析斜坡的自振特性。每次加载完成后停留10分钟用于拍照和观察斜坡的破坏情况。","doi":"10.11888/Terre.tpdc.272179","projection":null,"language":"zh","share_type":"offline","east":101.03,"west":89.73,"south":25.38,"north":35.9,"scale":null,"crs":null,"filesize":0.011,"share_policy":"c","ts_created":"2022-03-20T16:44:34.422457+08:00","doi_type":"拥有自主知识产权","ts_updated":"2022-03-20T19:07:49.257185+08:00","time_description":"","datas_group":0,"time_description_en":"","data_format":null,"project":[11],"specials":[],"cite":null,"review_status":5,"review_invite":[{"user_name":"胡桂胜","username":"2018YFC1505202","email":"huguisheng@imde.ac.cn","is_cancel_expert":false}],"review_editor":{"id":42421,"last_login":"2022-04-08T15:16:51.670544+08:00","username":"任慧霞","email":"510727846@qq.com","is_active":true,"is_staff":true,"user_name":"任慧霞"},"data_sources":null,"temporal_resolution":"10 year < x < 100 year","spatial_resolution":"10m - 100m","license":"Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)","fund":[789,805],"subtopics":{"metadata":"27cb5c1c-8e67-4ed1-87ac-75123caf7a21","three_pole":null,"third_pole":null},"username":"戴福初","review_time":null,"protected_duration":null,"protected_describe":null,"is_important":false,"hit_count":70}