File:NLC416-08jh013197-32137 勢力線學.pdf

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勢力線學   (Wikidata search (Cirrus search) Wikidata query (SPARQL)  Create new Wikidata item based on this file)
Author
〔德〕郎斯培(Landsberg)著
image of artwork listed in title parameter on this page
Title
勢力線學
Publisher
商務印書館[發行者]
Description

建築結構力學

目錄
第一章 靜力定式梁架結構物之勢力線
第一節 概說
第二節 舉例
第三節 應用勢力線法求極限荷重情形
第四節 間接荷重之勢力線
第五節 應用勢力線法，求成組單力之極限地位，其勢力線由一直線或數直線連接成之
第六節 間接荷擔成組單力之極限勢力
第七節 間接荷擔每公尺梁長均布荷重p之極限勢力
第八節 應用以擱支力a=1t及b=1t所起之桁條張力，而求受支於兩支點之桁梁各勢力線法
第九節 三關節拱形桁架之桁條勢力線
第十節 三關節拱之荷重分界點
第十一節 應用「代梁」簡化法，求三關節拱之勢力線
第十二節 實心三關節拱之勢力線
第十三節 受梁加固之拱勢力線
第十四節 三關節桁構懸梁之勢力線
第十五節 應用桁構梁加固之懸梁勢力線
第十六節 中孔長而邊孔短之懸梁勢力線
第十七節 蓋爾培氏式臂梁之勢力線
第十八節 臂梁拱架
第二章 靜力不定式梁架結構物之勢力線
第一節 概說
第二節 雙關節桁構拱之勢力線
第三節 三支點連續桁構梁之勢力線
第四節 實心雙關節拱之勢力線
第五節 成組單力在拋物線形勢力線之極限勢力
第五a節 德國普魯士省國有鐵路之列車重量
第六節 一級靜力不定式結構物之逾定值勢力線
第七節 對角桁及垂直桁對於彎線之影響
第三章 勢力線之動的意義
第一節 概說
第二節 平面桁構物變形之動的原理
第三節 點及線之移動　直角移動
第四節 桁構物部分之極及極旋角
第五節 因桁條長度變形而使一桁構物節點之移動
（a） 因一外廓桁條長度變形而產生之沉陷
（b） 因內含桁條長度變形而使節點之沉陷
第六節 三關節拱之極旋角及其彎線
（a） 因一外廓桁條之長度變形
（b） 因一內含桁條之長度變形
中德英譯名對照表

Language Chinese
Publication date 民國37[1948]
Source
institution QS:P195,Q732353
(民國時期文獻 民國圖書)
主題
InfoField
建築結構-結構力學 結構力學-建築結構
中圖分類
InfoField
TU31
載體形態
InfoField
149頁

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current18:06, 10 June 2023Thumbnail for version as of 18:06, 10 June 20231,239 × 1,754, 163 pages (3.83 MB)PencakeBot (talk | contribs)Upload 勢力線學 (1/1) by (德)郎斯培(Landsberg)著 (batch task; nlc:data_416,08jh013197,32137; 民國圖書.4; 勢力線學)

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