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Titlebook: Basic Principles of Concrete Structures; Xianglin Gu,Xianyu Jin,Yong Zhou Textbook 2016 Springer-Verlag Berlin Heidelberg and Tongji Unive

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31#
發(fā)表于 2025-3-26 21:57:45 | 只看該作者
Introduction,This is a textbook for civil engineering students. Understanding the behaviors of concrete structures has always been a major part of civil engineering education. This chapter gives an overview of the most important concepts and theories which make up the basic principles of concrete structures.
32#
發(fā)表于 2025-3-27 04:45:46 | 只看該作者
Mechanical Properties of Concrete and Steel Reinforcement,Both stiff reinforcement and steel bars can be used in reinforced concrete members.
33#
發(fā)表于 2025-3-27 07:24:54 | 只看該作者
34#
發(fā)表于 2025-3-27 11:45:11 | 只看該作者
35#
發(fā)表于 2025-3-27 14:36:12 | 只看該作者
Durability of Concrete Structures,Irreversible changes can occur to concrete structures due to combined environmental and service loads. This is caused by complex physical and chemical actions in addition to direct mechanical loads.
36#
發(fā)表于 2025-3-27 17:52:41 | 只看該作者
Heuristik im Mathematikunterrichtich is equivalent to the combination of an axial load and bending moment .?=?.... or .?.?.... (Fig.?.b). The eccentrically loaded members include the eccentrically compressed members and the eccentrically tensioned members.
37#
發(fā)表于 2025-3-28 00:04:15 | 只看該作者
38#
發(fā)表于 2025-3-28 03:58:23 | 只看該作者
design courses to be learnt. Compared with mechanics courses, the basic theories of reinforced concrete structures cannot be solely derived by theoretical analysis. And compared with design courses, this cours978-3-662-56938-2978-3-662-48565-1
39#
發(fā)表于 2025-3-28 07:49:25 | 只看該作者
40#
發(fā)表于 2025-3-28 14:27:29 | 只看該作者
Tension and Compression Behavior of Axially Loaded Members,ed concrete structures include tensioned web elements and bottom chords in trusses, tie bars in arches, walls of internally pressured tubes, and sidewalls of tanks. Members subjected to axial compression at the geometric center of their cross sections are called axially compressed members. Typical e
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