Titlebook: Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di; Josef Grob,Bruno Thürlimann Book 197

只看該作者 · 發(fā)表于 2025-3-21 17:13:51

書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di影響因子(影響力)

書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di影響因子(影響力)學(xué)科排名

書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di網(wǎng)絡(luò)公開度

書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di網(wǎng)絡(luò)公開度學(xué)科排名

書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di被引頻次

書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di被引頻次學(xué)科排名

書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di年度引用

書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di年度引用學(xué)科排名

書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di讀者反饋

書目名稱Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear / Résistance et di讀者反饋學(xué)科排名

只看該作者 · 發(fā)表于 2025-3-21 21:59:20

只看該作者 · 發(fā)表于 2025-3-22 02:21:50

books. The three books are complementary and each enhances the others. The material contained in this book is not specifically original since it is based on information which we have published in other forms either jointly or as co- authors with various other people, particularly our many research

只看該作者 · 發(fā)表于 2025-3-22 05:28:45

只看該作者 · 發(fā)表于 2025-3-22 12:38:00

Ultimate Strength and Design of Reinforced Concrete Beams under Bending and Shear,A truss model with variable inclination of the concrete diagonals is applied. This model consists of the longitudinal reinforcing bars acting as stringers, the stirrups as vertical ties and the concrete diagonals as inclined struts forming a continuous compression field. The obtained solutions are s

只看該作者 · 發(fā)表于 2025-3-22 14:17:37

只看該作者 · 發(fā)表于 2025-3-22 18:47:44

只看該作者 · 發(fā)表于 2025-3-22 23:05:17

只看該作者 · 發(fā)表于 2025-3-23 04:59:23

只看該作者 · 發(fā)表于 2025-3-23 07:06:49

Overview: 978-3-0348-5337-8

		自動(dòng)登錄	找回密碼
密碼			To register

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(wù)流程	影響因子官網(wǎng)	吾愛論文網(wǎng)	大講堂	北京大學(xué)	Oxford Uni.	Harvard Uni.
發(fā)展歷史沿革	期刊點(diǎn)評(píng)	投稿經(jīng)驗(yàn)總結(jié)	SCIENCEGARD	IMPACTFACTOR	派博系數(shù)	清華大學(xué)	Yale Uni.	Stanford Uni.
\|Archiver\|手機(jī)版\|小黑屋\| 派博傳思國(guó)際 ( 京公網(wǎng)安備110108008328) GMT+8, 2026-1-20 17:25
Copyright © 2001-2015 派博傳思京公網(wǎng)安備110108008328 版權(quán)所有 All rights reserved