{ "personId": "sl-1050", "uid": "SL-1050", "name": "林同炎", "version": "V2研究贡献账", "updatedAt": "2026-09-15", "formula": { "q": "Q = 10^(M/2) − 1", "light": "Lᵢ = aᵢ × Qᵢ", "total": "L = Σ Lᵢ", "score": "S = 2 × log₁₀(1 + L)" }, "scopeNote": "本轮当前已列3项有限研究账；M与归功份额为可修订判断。未覆盖内容和未核清的负面作用不按零处理，具体缺口见逐项说明。", "exclusions": [ { "id": "LIN-1800-PACIFIC-POSTTENSIONED-LIFT-SLAB", "title": "1800 Pacific后张预应力lift-slab项目", "reason": "公司历史可证项目技术线索，但未证Lin具体责任；当前作为大跨建筑族的早期应用背景，不另复制M。" }, { "id": "LIN-BERING-AND-GIBRALTAR-UNBUILT-CROSSING-DESIGNS", "title": "白令海峡与直布罗陀未建跨海方案", "reason": "档案证实有设计项目且未建，但现有目录未给足可评估的具体设计交付、审查或独立知识增量；环境、政治与社区净边界亦未闭合。" }, { "id": "LIN-FIRM-FOUNDING-AND-MANAGEMENT", "title": "T.Y. Lin事务所创办与管理", "reason": "创办事实可证，但组织服务主要通过已建桥梁和建筑交付体现，未发现可分的独立制度方法。" } ], "items": [ { "id": "OUT-SL1050-1946-1976-PRESTRESSED-CONCRETE-DESIGN-METHOD-AND-DIFFUSION", "title": "预应力混凝土设计简化、工程教育与美国传播", "year": "1946", "summary": "把复杂预应力设计转化为更易教学和工程采用的分析程序，并通过伯克利研究、教材和1957会议形成美国传播节点。", "mReason": "伯克利、ACI和口述史目录一致支持研究、设计简化、教学与传播的实际交付；按跨建筑类型复用的结构工程方法族取M6.0，不将全球扩散全归个人。", "aReason": "Lin0.30，Freyssinet0.13，伯克利团队0.17，标准/会议共同体0.10，其他前史0.13，伯克利0.06，未解析0.11。", "sources": [ { "label": "论文与机构资料：engineering.berkeley.edu", "url": "https://engineering.berkeley.edu/t-y-lin-visionary-structural-engineer/" }, { "label": "论文与机构资料：digicoll.lib.berkeley.edu", "url": "https://digicoll.lib.berkeley.edu/record/218610/files/fatherprestressed00tylirich.pdf" }, { "label": "论文与机构资料：www.concrete.org", "url": "https://www.concrete.org/publications/internationalconcreteabstractsportal/m/details/id/13440" }, { "label": "论文与机构资料：ce.berkeley.edu", "url": "https://ce.berkeley.edu/people/alumni/academy-of-distinguished-alumni/1491" } ], "missing": "未读关键技术论文全文，具体公式和共同研究者份额仍待核。；教材各版作者、编辑与案例贡献尚未逐项解析。", "status": "缺证暂估", "overlapNote": "1946–1976在伯克利对预应力混凝土设计流程的简化、研究教学、教材与会议传播；不领取Freyssinet发明、美国全部规范、材料产业或由具体建筑另计的使用价值。", "M": "6.0", "budget": [ { "actor": "林同炎", "actorId": "SL-1050", "type": "PERSON", "share": "0.3" }, { "actor": "欧仁·弗雷西内", "actorId": "SL-2368", "type": "PERSON", "share": "0.13" }, { "actor": "伯克利预应力混凝土师生团队", "actorId": "TUNG-YEN-LIN::UC-BERKELEY-PRESTRESSED-CONCRETE-STUDENTS-AND-RESEARCH-TEAM", "type": "TEAM", "share": "0.17" }, { "actor": "ACI、PCI与标准组织", "actorId": "TUNG-YEN-LIN::ACI-PCI-CONFERENCE-AND-STANDARDS-COMMUNITY", "type": "TEAM", "share": "0.1" }, { "actor": "预应力结构分析与混凝土前史", "actorId": "TUNG-YEN-LIN::PRESTRESSING-STRUCTURAL-ANALYSIS-AND-CONCRETE-PREDECESSORS", "type": "PREDECESSOR_POOL", "share": "0.13" }, { "actor": "加州大学伯克利分校", "actorId": "TUNG-YEN-LIN::UNIVERSITY-OF-CALIFORNIA-BERKELEY", "type": "INSTITUTION", "share": "0.06" }, { "actor": "未解析的预应力贡献", "actorId": "TUNG-YEN-LIN::UNRESOLVED-LIN-PRESTRESSED-CONCRETE-ATTRIBUTION", "type": "UNALLOCATED", "share": "0.11" } ], "share": "0.3", "exactLight": "299.7", "light": "299.700000", "standaloneScore": "4.96", "lightSharePercent": "51.9405" }, { "id": "OUT-SL1050-1933-1990-LONG-SPAN-BRIDGE-ENGINEERING-PORTFOLIO", "title": "长跨桥梁的结构设计与工程交付组合", "year": "年份待核", "summary": "把预应力与结构概念应用于不同场地和跨径的可建、可运营桥梁，并形成跨国工程组合。", "mReason": "伯克利口述史目录与工程学院目录列出多座具名已建桥，足以支持跨场地工程组合而非未建概念；按多座耐久公共基础设施的共同设计终态取M5.9。", "aReason": "Lin0.16，事务所桥梁团队0.24，施工/材料/现场团队0.22，业主机构0.10，前史0.14，当地调查输入0.05，未解析0.09。", "sources": [ { "label": "论文与机构资料：digicoll.lib.berkeley.edu", "url": "https://digicoll.lib.berkeley.edu/record/218610/files/fatherprestressed00tylirich.pdf" }, { "label": "论文与机构资料：engineering.berkeley.edu", "url": "https://engineering.berkeley.edu/t-y-lin-visionary-structural-engineer/" }, { "label": "论文与机构资料：ce.berkeley.edu", "url": "https://ce.berkeley.edu/people/alumni/academy-of-distinguished-alumni/1491" } ], "missing": "每座桥的责任工程师、合同、共同设计人和验收资料未逐座闭合。；桥梁组合的社区与生态净后果未核，故不计交通经济外溢。", "status": "缺证暂估", "overlapNote": "从中国铁路桥经验到T.Y. Lin团队完成的多座长跨桥的结构设计与工程交付组合，包括机构目录具名的Kuan Du、Rio Colorado、Hegenberger、Idaho等；排除未建白令/直布罗陀方案、事务所全部项目及交通系统全部收益。", "M": "5.9", "budget": [ { "actor": "林同炎", "actorId": "SL-1050", "type": "PERSON", "share": "0.16" }, { "actor": "林同炎桥梁设计工程团队", "actorId": "TUNG-YEN-LIN::TY-LIN-BRIDGE-DESIGN-AND-ENGINEERING-TEAMS", "type": "TEAM", "share": "0.24" }, { "actor": "桥梁建筑施工材料团队", "actorId": "TUNG-YEN-LIN::BRIDGE-ARCHITECTS-CONTRACTORS-MATERIALS-AND-SITE-TEAMS", "type": "TEAM", "share": "0.22" }, { "actor": "桥梁业主与交通机构", "actorId": "TUNG-YEN-LIN::BRIDGE-OWNERS-RAILWAY-AND-TRANSPORT-AGENCIES", "type": "INSTITUTION", "share": "0.1" }, { "actor": "预应力、拱缆桥梁前史", "actorId": "TUNG-YEN-LIN::PRESTRESSED-CONCRETE-ARCH-CABLE-AND-BRIDGE-PREDECESSORS", "type": "PREDECESSOR_POOL", "share": "0.14" }, { "actor": "社区调查与环境资料团队", "actorId": "TUNG-YEN-LIN::LOCAL-COMMUNITIES-SURVEY-AND-ENVIRONMENTAL-INPUT-TEAMS", "type": "TEAM", "share": "0.05" }, { "actor": "未解析的桥梁工程贡献", "actorId": "TUNG-YEN-LIN::UNRESOLVED-LIN-BRIDGE-PORTFOLIO-ATTRIBUTION", "type": "UNALLOCATED", "share": "0.09" } ], "share": "0.16", "exactLight": "142.4401501013992847924973889725275142377399652688077391916709592107950256947042158841033993597683916", "light": "142.440150", "standaloneScore": "4.31", "lightSharePercent": "24.6861" }, { "id": "OUT-SL1050-1950S-1981-LARGE-SPAN-BUILDING-AND-ROOF-STRUCTURES", "title": "Caracas赛马场屋盖与Moscone Center等大跨建筑结构", "year": "1950年代", "summary": "把结构分析与预应力理念转化为不同建筑类型中的大跨、少柱空间工程。", "mReason": "伯克利多个机构页面一致具名Caracas屋盖与Moscone拱结构，并给出Moscone大型地下空间的结构特征；按跨类型实际建成交付组合取M5.8。", "aReason": "Lin0.17，结构团队0.23，建筑/施工/材料团队0.27，业主机构0.09，前史0.13，未解析0.11。", "sources": [ { "label": "论文与机构资料：engineering.berkeley.edu", "url": "https://engineering.berkeley.edu/t-y-lin-visionary-structural-engineer/" }, { "label": "论文与机构资料：newsarchive.berkeley.edu", "url": "https://newsarchive.berkeley.edu/news/berkeleyan/1995/0125/structural.html" }, { "label": "论文与机构资料：ce.berkeley.edu", "url": "https://ce.berkeley.edu/people/alumni/academy-of-distinguished-alumni/1491" }, { "label": "论文与机构资料：digicoll.lib.berkeley.edu", "url": "https://digicoll.lib.berkeley.edu/record/218610/files/fatherprestressed00tylirich.pdf" } ], "missing": "缺各工程合同与共同设计师名录，个人份额为保守候选。；1800 Pacific责任工程师只见公司历史，故未另估。", "status": "缺证暂估", "overlapNote": "1950年代至1981年具名大跨建筑结构组合，以Caracas国家赛马场屋盖、Moscone Center约300英尺拱支撑的大型地下空间为代表；1800 Pacific只作为早期后张应用线索，不在无责任档案时另立点，也不领取建筑运营和城市经济效益。", "M": "5.8", "budget": [ { "actor": "林同炎", "actorId": "SL-1050", "type": "PERSON", "share": "0.17" }, { "actor": "林同炎建筑结构工程团队", "actorId": "TUNG-YEN-LIN::TY-LIN-BUILDING-STRUCTURAL-ENGINEERING-TEAMS", "type": "TEAM", "share": "0.23" }, { "actor": "项目建筑施工材料团队", "actorId": "TUNG-YEN-LIN::PROJECT-ARCHITECTS-CONTRACTORS-MATERIALS-AND-CONSTRUCTION-TEAMS", "type": "TEAM", "share": "0.27" }, { "actor": "建筑业主、城市与项目机构", "actorId": "TUNG-YEN-LIN::BUILDING-OWNERS-CITIES-AND-PROJECT-AUTHORITIES", "type": "INSTITUTION", "share": "0.09" }, { "actor": "大跨屋盖与预应力结构前史", "actorId": "TUNG-YEN-LIN::LARGE-SPAN-ROOF-ARCH-AND-PRESTRESSED-STRUCTURE-PREDECESSORS", "type": "PREDECESSOR_POOL", "share": "0.13" }, { "actor": "未解析的大跨建筑贡献", "actorId": "TUNG-YEN-LIN::UNRESOLVED-LIN-LARGE-SPAN-BUILDING-ATTRIBUTION", "type": "UNALLOCATED", "share": "0.11" } ], "share": "0.17", "exactLight": "134.8657999031278553512061080821859485401233073984323364556950679838824685225528813745061928140223473", "light": "134.865800", "standaloneScore": "4.27", "lightSharePercent": "23.3734" } ], "exactTotalLight": "577.0059500045271401437034970547134627778632726672400756473660271946774942172570972586095921737907389", "totalLight": "577.005950", "exactScore": "5.523864618158820176767260997405292611059882407166413207554046218904815119942544077601335275905843016", "displayScore": "5.52", "provisionalCount": 3, "provenance": { "releaseId": "research-200-20260914", "baselineLedgerSha256": "8bdd406b3e20ae22357644499e622922c670ff11010df0478c70c23b38902108", "c24DeltaSha256": "b0b96144d1d3397e54a61c3d706ff2da5920fe7617e3bef50407149cb97d9d62", "generatorSha256": "25de659e9852503508e7c27d8a31773b8da5d6310531b1e3699d18cc94319929" }, "priorScopeNote": "3项已列贡献的研究估分，含3项暂估。账本覆盖有限的主要成果，尚未穷尽生涯。M与归功份额是可修订的评估判断；未覆盖经历和负面影响不按零处理。", "rank": 117 }