File:NDL1077020 鉄筋混凝土工学 part1.pdf
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Summary
[edit]鉄筋混凝土工学 ( ) | |||||||||||||||||||||||||||
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Author |
阿部, 美樹志, 1883-1965 |
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Title |
鉄筋混凝土工学 |
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Edition | 改版 | ||||||||||||||||||||||||||
Publisher |
阿部美樹志 |
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Language | jpn | ||||||||||||||||||||||||||
Publication date |
1929 昭和4 |
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Place of publication | JP | ||||||||||||||||||||||||||
Source |
institution QS:P195,Q477675 |
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Part Title InfoField | 理論編 | ||||||||||||||||||||||||||
Creator InfoField | 阿部美樹志 著 | ||||||||||||||||||||||||||
Publication Place InfoField | 東京 | ||||||||||||||||||||||||||
Subject: NDC InfoField | 511 511.7 | ||||||||||||||||||||||||||
Extent InfoField | 652p ; 23cm | ||||||||||||||||||||||||||
Material Type InfoField | Book | ||||||||||||||||||||||||||
Source Identifier: JPNO InfoField | 47010683 | ||||||||||||||||||||||||||
Date Digitized: W3CDTF InfoField | 2010-03-31 | ||||||||||||||||||||||||||
Audience InfoField | 一般 | ||||||||||||||||||||||||||
Title Transcription InfoField | テッキン コンクリート コウガク | ||||||||||||||||||||||||||
Source Identifier: NDLBibID InfoField | 000000764326 | ||||||||||||||||||||||||||
Call Number InfoField | 511.7-A12ウ | ||||||||||||||||||||||||||
Creator Transcription: NDLNA InfoField | アベ, ミキシ | ||||||||||||||||||||||||||
Creator: NDLNAId InfoField | 00000167 | ||||||||||||||||||||||||||
Contents InfoField | 標題
第4節 鐵筋混凝土は火災に遇ひ如何に其強度を減ずるか/16p 第11節 Water‐Cement比と混凝土抗壓強度/64p 第13節 混凝土の鬆性と之れを不滲透性ならしむる方法/71p 第14節 硬化中外氣温度の高低が混凝土の強度に及ぼす影響/76p 第25節 梁斷面に於ける中軸線の位置と抵抗偶力の腕長/108p 第27節 許容應力度fs及びfcを與へて抵抗率を定むること/114p 第28節 彎曲率を與へて縁維應力fc及びfsを定むること/115p 第29節 彎曲率及び許容應力度を與へて梁又はスラブの深さ(d)を求むること/116p 第32節 桁の設計に關する抛物線式(タルポット氏公式)/122p 第41節 彎曲應力と直應力とを生ずる復筋梁の計算式/155p 第46節 肋筋の計算法/184p |
Licensing
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current | 00:42, 22 December 2023 | 6,343 × 4,177, 100 pages (155.66 MB) | Wmr-bot (talk | contribs) | 上載《1077020_1.pdf》 |
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Author | |
Keywords | https://commons.wikimedia.org/wiki/Commons:Library_back_up_project |
Conversion program | PyPDF2 |
Encrypted | yes (print:yes copy:no change:no addNotes:no algorithm:AES-256) |
Page size | 3045 x 2005.5 pts |
Version of PDF format | 1.7 |