{"id":"79214439-894d-47ea-b9cb-249fbc441d2c","title":"顺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 of bedding rock slope - loading 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，一类为正弦波；另一类为天然波，天然波采用汶川茂县波。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，通过对比不同频率和幅值正弦波作用下斜坡的动力响应规律，探明输入地震波的参数对岩质斜坡动力响应规律的影响；天然波选取的为茂县台站记录的基岩地震波。地震波输入采用逐级加载的方式，首先加载低幅值的正弦波，再按0.1g增幅加载汶川茂县波，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.272175","projection":"","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":"2022-03-20T16:17:01.753855+08:00","doi_type":"拥有自主知识产权","ts_updated":"2022-03-20T17:14:08.392397+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":"79214439-894d-47ea-b9cb-249fbc441d2c","three_pole":null,"third_pole":null},"username":"戴福初","review_time":null,"protected_duration":null,"protected_describe":null,"is_important":false,"hit_count":58}