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Titlebook: Structural Analysis of Concrete-Filled Double Steel Tubes; Yufen Zhang,Degang Guo Book 2021 Science Press, Beijing and Springer Nature Sin

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发表于 2025-3-21 18:35:07 | 显示全部楼层 |阅读模式
书目名称Structural Analysis of Concrete-Filled Double Steel Tubes
编辑Yufen Zhang,Degang Guo
视频video
概述Discusses numerous exploratory tests to help readers understand concrete-filled twin steel tube structures.Presents accurate and robust numerical study models for simulating structural behavior.Addres
丛书名称Springer Tracts in Civil Engineering
图书封面Titlebook: Structural Analysis of Concrete-Filled Double Steel Tubes;  Yufen Zhang,Degang Guo Book 2021 Science Press, Beijing and Springer Nature Sin
描述This book offers a clear and comprehensive overview of both the theory and application of fundamental aspects of concrete-filled double steel tubes (CFDST). Many analysis and design applications are presented, which involve mechanical components and structural members often encountered in engineering practice. This monograph is written for practicing structural and civil engineers, students, and academic researchers who want to keep up to speed on the latest technologies for concrete-filled steel tube (CFST). 
出版日期Book 2021
关键词Concrete Filled Steel Tube(CFTST); Compressive stiffness; Bearing capacity; Connection design; Seismic b
版次1
doihttps://doi.org/10.1007/978-981-15-8089-5
isbn_softcover978-981-15-8091-8
isbn_ebook978-981-15-8089-5Series ISSN 2366-259X Series E-ISSN 2366-2603
issn_series 2366-259X
copyrightScience Press, Beijing and Springer Nature Singapore Pte Ltd. 2021
The information of publication is updating

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发表于 2025-3-21 20:44:02 | 显示全部楼层
Analysis of Axial Bearing Capacity,ompressive strength is an important parameter for structural members, and most of the researches were concentrated on the superposition method to calculate the ultimate compressive strength (Zhang et al. in J Comput Theor Nanos 13(2):1422–1425, .), so different formulas were deduced for every differ
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Ring Beam Joints to RC Beams,ited States, Hanshin of Japan and Wenchuan of China (Popov et al in Eng Struct 20(12):1030–1038 .; Miller in Eng Struct 20(4–6):249–260, .). It is very necessary to improve the bending and compressive resistance of the columns to enhance the ductility and energy dissipation capacity of the connectio
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Vertical Stiffener Joints to Steel Beams,cal stiffener joints with simple and reasonable construction details had the advantage of transferring load reliably. As the CFDST column has double steel tubes, the vertical stiffener connection between CFDST and H-shaped steel beam was designed in 2012 (Zhang et al. ., .). The proposed connection
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