找回密碼
 To register

QQ登錄

只需一步,快速開始

掃一掃,訪問微社區(qū)

打印 上一主題 下一主題

Titlebook: Reinforced Concrete Design; W. H. Mosley,J. H. Bungey,R. Hulse Textbook 1999Latest edition Macmillan Publishers Limited 1999 composite con

[復制鏈接]
樓主: BROOD
21#
發(fā)表于 2025-3-25 03:47:58 | 只看該作者
22#
發(fā)表于 2025-3-25 08:33:00 | 只看該作者
23#
發(fā)表于 2025-3-25 12:32:37 | 只看該作者
Design of reinforced concrete beams, and torsional moments. At the same time serviceability requirements must be considered to ensure that the member will behave satisfactorily under working loads. It is difficult to separate these two criteria, hence the design procedure consists of a series of interrelated steps and checks. These st
24#
發(fā)表于 2025-3-25 15:57:36 | 只看該作者
Design of reinforced concrete slabs,forms such as . solid slabs, ribbed slabs or precast units. Slabs may span in one direction or in two directions and they may be supported on monolithic concrete beams, steel beams, walls or directly by the structure’s columns.
25#
發(fā)表于 2025-3-25 22:43:49 | 只看該作者
26#
發(fā)表于 2025-3-26 00:24:10 | 只看該作者
27#
發(fā)表于 2025-3-26 07:01:14 | 只看該作者
Water-retaining structures and retaining walls,pters. Because of their specialised nature, however, design is often governed by factors which may be regarded as secondary in normal reinforced concrete work. Such structures are relatively common, in one form or another, and hence justify coverage in some detail.
28#
發(fā)表于 2025-3-26 11:53:51 | 只看該作者
Composite construction,and stronger structure can be achieved by ensuring that the steel beams and concrete slabs act together as composite and so effectively monolithic units. This composite behaviour is obtained by providing shear connections at the interface between the steel beam and the concrete slab as shown in figu
29#
發(fā)表于 2025-3-26 15:02:58 | 只看該作者
Textbook 1999Latest editionrsion of BS8110 and to include new material such as pile cap design. A complete new chapter on composite construction has been introduced..Important equations that have been derived within the text are highlighted by an asterix adjacent to the equation number.
30#
發(fā)表于 2025-3-26 18:23:32 | 只看該作者
 關(guān)于派博傳思  派博傳思旗下網(wǎng)站  友情鏈接
派博傳思介紹 公司地理位置 論文服務流程 影響因子官網(wǎng) 吾愛論文網(wǎng) 大講堂 北京大學 Oxford Uni. Harvard Uni.
發(fā)展歷史沿革 期刊點評 投稿經(jīng)驗總結(jié) SCIENCEGARD IMPACTFACTOR 派博系數(shù) 清華大學 Yale Uni. Stanford Uni.
QQ|Archiver|手機版|小黑屋| 派博傳思國際 ( 京公網(wǎng)安備110108008328) GMT+8, 2025-10-8 14:26
Copyright © 2001-2015 派博傳思   京公網(wǎng)安備110108008328 版權(quán)所有 All rights reserved
快速回復 返回頂部 返回列表
隆昌县| 喀喇沁旗| 水富县| 祁门县| 玉屏| 双牌县| 宁城县| 称多县| 广州市| 松江区| 墨江| 台东市| 许昌市| 信丰县| 新平| 乌鲁木齐县| 金阳县| 右玉县| 盐津县| 丰镇市| 沙洋县| 钟祥市| 工布江达县| 鸡西市| 布尔津县| 韶山市| 甘泉县| 邛崃市| 安义县| 普兰县| 肥东县| 什邡市| 缙云县| 建宁县| 高州市| 宁晋县| 沁阳市| 融水| 开原市| 东山县| 怀化市|