MARC details
| 000 -LEADER |
|---|
| fixed length control field |
02096nam a2200277 a 4500 |
| FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
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| fixed length control field |
151123n 000 0 eng d |
| INTERNATIONAL STANDARD BOOK NUMBER |
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| International Standard Book Number |
9783639665369 |
| DATE AND TIME OF LATEST TRANSACTION |
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| control field |
20170126100950.0 |
| CONTROL NUMBER |
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| control field |
62743 |
| CONTROL NUMBER IDENTIFIER |
|---|
| control field |
UOWD |
| MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Ishvarbhai, Patel Vipulkumar |
| TITLE STATEMENT |
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| Title |
Nonlinear analysis of concrete-filled steel tubular columns |
| Statement of responsibility, etc. |
Patel Vipulkumar Ishvarbhai, Liang Qing Quan, Hadi Muhammad N. S. |
| PUBLICATION, DISTRIBUTION, ETC. |
|---|
| Place of publication, distribution, etc. |
Saarbrücken : |
| Name of publisher, distributor, etc. |
Scholars' Press, |
| Date of publication, distribution, etc. |
c2015. |
| PHYSICAL DESCRIPTION |
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| Extent |
vi, 181 p. ; |
| Dimensions |
24 cm. |
| SUMMARY, ETC. |
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| Summary, etc. |
High-strength thin-walled concrete-filled steel tubular (CFST) columns are widely used in modern composite buildings, bridges and offshore structures due to their high structural performance and construction advantages. Thin-walled CFST slender columns may undergo local and global buckling, which significantly reduces their strength and ductility. The nonlinear analysis and design of CFST columns with local buckling effects are highly complicated without the aids of computer programs. This book presents accurate and robust numerical models for simulating the behavior of normal and high strength thin-walled CFST columns incorporating the important effects of local buckling and concrete confinement. It describes the nonlinear analysis procedures and fundamental behavior of circular and rectangular CFST short and slender columns under various design actions, including axial load, uniaxial bending, biaxial bending, preloads, and cyclic lateral loading or combined actions. This book is written for practicing structural and civil engineers, students, and academic researchers who want to be familiar with the latest numerical analysis technologies for thin-walled CFST columns |
| SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Civil Engineering |
| Source of heading or term |
sears |
| SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Computational Mechanics |
| Source of heading or term |
sears |
| SUBJECT ADDED ENTRY--TOPICAL TERM |
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| Topical term or geographic name entry element |
Structural Engineering |
| Source of heading or term |
sears |
| SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Building Structures |
| Source of heading or term |
sears |
| SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Iron and steel |
| Source of heading or term |
sears |
| SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Steel-concrete composite structures |
| Source of heading or term |
sears |
| SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Composite Columns |
| Source of heading or term |
sears |
| ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Liang, Qing Quan |
| ADDED ENTRY--PERSONAL NAME |
|---|
| Personal name |
Muhammad N. S., Hadi |
| ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Koha item type |
REGULAR |