{
    "created": "2022-11-23 15:16:20",
    "updated": "2026-06-14 15:35:30",
    "id": "329e4b2c-d63c-4484-8dba-f2b533bca41a",
    "version": 3,
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    "title_cn": "三塔四跨钢桁梁悬索桥力学性能研究及参数分析数据集",
    "title_en": "Research on Mechanical Properties and Parameter Analysis Data Set of Three tower Four span Steel Truss Suspension bridge",
    "ds_abstract": "<p>&emsp;&emsp;该数据集为正交异性钢桥面板力学性能分析的相关参数，包含示例桥主梁在四种工况下的位移对比结果， 桥在活载下的静力响应，桥梁的前15阶振形分析。通过这些数据对三塔四跨悬索桥进行力学性能研究和参数分析，研究成果可以用于指导三塔四跨钢桁梁悬索桥的设计。",
    "ds_source": "<p>&emsp;&emsp;由计算模拟得到。",
    "ds_process_way": "<p>&emsp;&emsp;由计算模拟得到。",
    "ds_quality": "<p>&emsp;&emsp;数据质量良好。",
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    "ds_ref_way": "程进，三塔四跨钢桁梁悬索桥力学性能研究及参数分析数据集，国家冰川冻土沙漠科学数据中心(http://www.ncdc.ac.cn/)，2022，doi：10.12072/ncdc.nieer.db2782.2023",
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    "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": [
        "170.50"
    ],
    "quality_level": 3,
    "publish_time": "2023-06-08 11:45:31",
    "last_updated": "2023-07-01 02:10:09",
    "protected": false,
    "protected_to": "2025-01-01 00:00:00",
    "lang": "zh",
    "cstr": "11738.11.NCDC.NIEER.DB2782.2023",
    "i18n": {
        "en": {
            "title": "Research on Mechanical Properties and Parameter Analysis Data Set of Three tower Four span Steel Truss Suspension bridge",
            "ds_format": "",
            "ds_source": "<pre><code>\n</code></pre>\n<p>&emsp;It is obtained by calculation and 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 relevant parameters for the mechanical performance analysis of orthotropic steel bridge deck, including the displacement comparison results of the main girder of the example bridge under four working conditions, the static response of the bridge under live load, and the first 15 order vibration shape analysis of the bridge. Through these data, the mechanical properties and parameter analysis of the three tower four span suspension bridge are carried out. The research results can be used to guide the design of the three tower four span steel truss girder suspension bridge.</p>",
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            "ds_acq_place": "",
            "ds_space_res": "",
            "ds_projection": "",
            "ds_process_way": "<pre><code>\n</code></pre>\n<p>&emsp; It is obtained by calculation and simulation.",
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        }
    },
    "submit_center_id": "ncdc",
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    "license_type": "https://creativecommons.org/licenses/by/4.0/",
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    "is_paper_in_submitting": false,
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    "ds_topic_tags": [
        "three-tower suspension bridge",
        "steel truss girder",
        "mechanical performance",
        "parametric analysis",
        "finite element analysis"
    ],
    "ds_subject_tags": [
        "地质学"
    ],
    "ds_class_tags": [],
    "ds_locus_tags": [],
    "ds_time_tags": [],
    "ds_contributors": [
        {
            "true_name": "程进",
            "email": "chengjin@tongji.edu.cn",
            "work_for": "同济大学",
            "country": "中国"
        }
    ],
    "ds_meta_authors": [
        {
            "true_name": "程进",
            "email": "chengjin@tongji.edu.cn",
            "work_for": "同济大学",
            "country": "中国"
        }
    ],
    "ds_managers": [
        {
            "true_name": "程进",
            "email": "chengjin@tongji.edu.cn",
            "work_for": "同济大学",
            "country": "中国"
        }
    ],
    "category": "其他"
}