{
    "created": "2022-11-23 15:23:13",
    "updated": "2026-05-05 08:51:49",
    "id": "33391a4a-0da5-4d5a-b07e-b69f2f5033fb",
    "version": 3,
    "ds_topic": null,
    "title_cn": "梁桥抗滑倾覆整体稳定性失效分析数据集",
    "title_en": "Failure analysis of overall stability against sliding and overturning of girder bridges",
    "ds_abstract": "<p>&emsp;&emsp;该数据集为桥梁抗滑安全分析和抗倾覆分析的基本参数，包含弹性支撑支座的性能参数，实测汽车荷载值，和所分析桥梁的相关参数，为本文分析桥梁整体抗滑失稳提供了数据。以此为依据建立了非线性有限元模型，分析结果表明倾覆事故开始时是支座的脱空，之后会发生桥梁的整体滑移。",
    "ds_source": "<p>&emsp;&emsp;由计算模拟得出。",
    "ds_process_way": "<p>&emsp;&emsp;由计算模拟得出。",
    "ds_quality": "<p>&emsp;&emsp;数据质量良好。",
    "ds_acq_start_time": null,
    "ds_acq_end_time": null,
    "ds_acq_place": "",
    "ds_acq_lon_east": null,
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    "ds_acq_lat_north": null,
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    "ds_share_type": "apply-access",
    "ds_total_size": 30609,
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    "ds_coordinate": "无",
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    "ds_thumbnail": "33391a4a-0da5-4d5a-b07e-b69f2f5033fb.png",
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    "paper_ref_way": "",
    "ds_ref_instruction": "",
    "ds_from_station": null,
    "organization_id": "57a5e5a3-6fc5-43b5-a2ba-1f2ca54b7727",
    "ds_serv_man": "敏玉芳",
    "ds_serv_phone": "0931-4967596",
    "ds_serv_mail": "ncdc@lzb.ac.cn",
    "doi_value": "",
    "subject_codes": [
        "170.45"
    ],
    "quality_level": 3,
    "publish_time": "2023-06-08 11:39:57",
    "last_updated": "2023-07-05 02:10:03",
    "protected": false,
    "protected_to": "2025-01-01 00:00:00",
    "lang": "zh",
    "cstr": "11738.11.NCDC.NIEER.DB2784.2023",
    "i18n": {
        "en": {
            "title": "Failure analysis of overall stability against sliding and overturning of girder bridges",
            "ds_format": "",
            "ds_source": "<pre><code>\n</code></pre>\n<p>&emsp; It is obtained by calculation simulation.",
            "ds_quality": "<pre><code>\n</code></pre>\n<p>&emsp; The data quality is good.",
            "ds_ref_way": "",
            "ds_abstract": "<pre><code>\n</code></pre>\n<p> This data set is the basic parameters for the bridge anti sliding safety analysis and anti overturning analysis, including the performance parameters of the elastic support bearing, the measured vehicle load value, and the relevant parameters of the analyzed bridge, providing data for the analysis of the overall anti sliding instability of the bridge in this paper. Based on this, a nonlinear finite element model is established. The analysis results show that the collapse accident starts with the void of the bearing, and then the overall sliding of the bridge will occur.</p>",
            "ds_time_res": "",
            "ds_acq_place": "",
            "ds_space_res": "",
            "ds_projection": "",
            "ds_process_way": "<pre><code>                     &lt;p&gt;&amp;emsp; It is obtained by calculation simulation.\n</code></pre>",
            "ds_ref_instruction": ""
        }
    },
    "submit_center_id": "ncdc",
    "data_level": 0,
    "license_type": "CC BY 4.0",
    "doi_reg_from": "reg_local",
    "cstr_reg_from": "reg_local",
    "doi_not_reg_reason": null,
    "cstr_not_reg_reason": null,
    "is_paper_in_submitting": false,
    "ds_topic_tags": [
        "Girder bridge",
        "Failure",
        "Overall stability",
        "Sliding",
        "Overturning"
    ],
    "ds_subject_tags": [
        "地理学"
    ],
    "ds_class_tags": [],
    "ds_locus_tags": [],
    "ds_time_tags": [],
    "ds_contributors": [
        {
            "true_name": "肖汝诚",
            "email": "xiaorc@tongji.edu.cn",
            "work_for": "同济大学",
            "country": "中国"
        }
    ],
    "ds_meta_authors": [
        {
            "true_name": "肖汝诚",
            "email": "xiaorc@tongji.edu.cn",
            "work_for": "同济大学",
            "country": "中国"
        }
    ],
    "ds_managers": [
        {
            "true_name": "肖汝诚",
            "email": "xiaorc@tongji.edu.cn",
            "work_for": "同济大学",
            "country": "中国"
        }
    ],
    "category": "其他"
}