Concrete-Filled Stainless Steel Tubular Columns / (Record no. 71702)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 04000nam a2200601Ii 4500 |
| 001 - CONTROL NUMBER | |
| control field | 9781351005708 |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20220711212612.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 190122t20182019fluab ob 001 0 eng d |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER | |
| ISBN | 9781351005708(e-book : PDF) |
| 082 04 - CLASSIFICATION NUMBER | |
| Call Number | 624.1/7725 |
| 100 1# - AUTHOR NAME | |
| Author | Patel, Vipulkumar, |
| 245 10 - TITLE STATEMENT | |
| Title | Concrete-Filled Stainless Steel Tubular Columns / |
| 250 ## - EDITION STATEMENT | |
| Edition statement | First edition. |
| 300 ## - PHYSICAL DESCRIPTION | |
| Number of Pages | 1 online resource (154 pages) : |
| 520 3# - SUMMARY, ETC. | |
| Summary, etc | Concrete-filled stainless steel tubular (CFSST) columns are increasingly used in modern composite construction due to their high strength, high ductility, high corrosion resistance, high durability and aesthetics and ease of maintenance. Thin-walled CFSST columns are characterized by the different strain-hardening behavior of stainless steel in tension and in compression, local buckling of stainless steel tubes and concrete confinement. Design codes and numerical models often overestimate or underestimate the ultimate strengths of CFSST columns. This book presents accurate and efficient computational models for the nonlinear inelastic analysis and design of CFSST short and slender columns under axial load and biaxial bending. The effects of different strain-hardening characteristics of stainless steel in tension and in compression, progressive local and post-local buckling of stainless steel tubes and concrete confinement are taken into account in the computational models. The numerical models simulate the axial load-strain behavior, moment-curvature curves, axial load-deflection responses and axial load-moment strength interaction diagrams of CFSST columns. The book describes the mathematical formulations, computational procedures and model verifications for circular and rectangular CFSST short and slender columns. The behavior of CFSST columns under various loading conditions is demonstrated by numerous numerical examples.This book is written for practising structural and civil engineers, academic researchers and graduate students in civil engineering who are interested in the latest computational techniques and design methods for CFSST columns. |
| 700 1# - AUTHOR 2 | |
| Author 2 | Liang, Qing Quan, |
| 700 1# - AUTHOR 2 | |
| Author 2 | Hadi, Muhammad, |
| 856 40 - ELECTRONIC LOCATION AND ACCESS | |
| Uniform Resource Identifier | https://www.taylorfrancis.com/books/9781351005708 |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | eBooks |
| 264 #1 - | |
| -- | Boca Raton, FL : |
| -- | CRC Press, |
| -- | [2018]. |
| 264 #4 - | |
| -- | ©2019. |
| 336 ## - | |
| -- | text |
| -- | rdacontent |
| 337 ## - | |
| -- | computer |
| -- | rdamedia |
| 338 ## - | |
| -- | online resource |
| -- | rdacarrier |
| 650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | axial load-strain. |
| 650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | buckling. |
| 650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | Column axial strength. |
| 650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | corrosion resistant. |
| 650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | ductility. |
| 650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | durable structure. |
| 650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | high strength. |
| 650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | Load-deflection analysis. |
| 650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | Moment-curvature analysis. |
| 650 #7 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | nonlinear inelastic analysis. |
| 650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | Columns, Concrete. |
| 650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | Concrete-filled tubes. |
| 650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | Structural analysis (Engineering) |
| 650 #0 - SUBJECT ADDED ENTRY--SUBJECT 1 | |
| -- | Tubes, Steel. |
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