{"id":"a479d072-9862-422f-8704-bb2a38aeeb9c","title":"西藏地区高陡边坡预应力钢绞线抗滑桩弯剪性能试验数据（2021）","title_en":"Experimental data of flexural shear behavior of prestressed anti slide piles on high and steep slopes in Tibet (2021)","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：该数据文件均以excel格式存储，文件中会对各列数据进行注释，文件名名称为“GJW.xlsx、GJJ.xlsx、GJXW.xlsx、GJXJ.xlsx”来命名，其中GJ代表钢筋构件，GJX代表预应力钢绞线构件，后面得W代表弯曲试验，J代表剪切试验，比如这是个分别就是钢筋受弯构件数据、钢筋受剪构件数据、钢绞线受弯构件数据、钢绞线受剪构件数据。\n数据读取方式：数据可以用EXCEL打开","description":"本次数据主要是对抗滑桩结构的力学性能的数据采集，包括承载力、位移、钢筋与钢绞线的应变、以及预应力的监测，并用此来分析此结构的抗弯以及抗剪各项性能指标，优化结构设计；本次实验主要是对抗滑桩构件进行缩尺，并用MTS机器对其进行四点弯曲加载来完成的，数据是依托力传感器、位移计、应变片、光纤监测以及锚索测力计通过静态应变采集仪进行采集得到的，其中由于端头铁块对预应力传递分散的作用，尚未完整地监测出在加载全过程预应力的变化情况，其余数据对其进行了分析与处理得出相应规律。该数据进行整理与分析可以得出相应规律，对于这种预应力钢绞线抗滑桩应用提供了一些设计上的依据。","doi":"10.11888/SolidEar.tpdc.272163","projection":"","language":"zh","share_type":"protected","east":1.04,"west":89.53,"south":31.34,"north":43.3,"scale":null,"crs":null,"filesize":25.0,"share_policy":"c","ts_created":"2022-02-26T16:51:23.683971+08:00","doi_type":"拥有自主知识产权","ts_updated":"2022-03-21T16:26:22.142283+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":"Hourly","spatial_resolution":"10km - 100km","license":"Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)","fund":[],"subtopics":{"metadata":"a479d072-9862-422f-8704-bb2a38aeeb9c","three_pole":null,"third_pole":null},"username":"姜清辉","review_time":null,"protected_duration":24,"protected_describe":null,"is_important":false,"hit_count":52}