MARC details
| 000 -LEADER |
|---|
| fixed length control field |
12895cam a2200409 i 4500 |
| 005 - DATE AND TIME OF LATEST TRANSACTION |
|---|
| control field |
20211104152625.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION |
|---|
| fixed length control field |
140703s2014 flu b 001 0 eng d |
| 010 ## - LIBRARY OF CONGRESS CONTROL NUMBER |
|---|
| LC control number |
2014024460 |
| 011 ## - LINKING LIBRARY OF CONGRESS CONTROL NUMBER [OBSOLETE] |
|---|
| Local cataloguing issues note |
BIB MATCHES WORLDCAT |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
|---|
| International Standard Book Number |
0415532205 |
| Qualifying information |
paperback |
| 020 ## - INTERNATIONAL STANDARD BOOK NUMBER |
|---|
| International Standard Book Number |
9780415532204 |
| Qualifying information |
paperback |
| 035 ## - SYSTEM CONTROL NUMBER |
|---|
| System control number |
(ATU)b13917055 |
| 035 ## - SYSTEM CONTROL NUMBER |
|---|
| System control number |
(OCoLC)780484181 |
| 040 ## - CATALOGING SOURCE |
|---|
| Original cataloging agency |
DLC |
| Language of cataloging |
eng |
| Description conventions |
rda |
| Transcribing agency |
DLC |
| Modifying agency |
BTCTA |
| -- |
OCLCO |
| -- |
BDX |
| -- |
UKMGB |
| -- |
YDXCP |
| -- |
CDX |
| -- |
OCLCF |
| -- |
ATU |
| 042 ## - AUTHENTICATION CODE |
|---|
| Authentication code |
pcc |
| 050 00 - LIBRARY OF CONGRESS CALL NUMBER |
|---|
| Classification number |
TA684 |
| Item number |
.L5176 2014 |
| 082 00 - DEWEY DECIMAL CLASSIFICATION NUMBER |
|---|
| Classification number |
624.1821 |
| Edition number |
23 |
| 100 1# - MAIN ENTRY--PERSONAL NAME |
|---|
| Personal name |
Liang, Qing Quan, |
| Dates associated with a name |
1965- |
| Relator term |
author. |
| 9 (RLIN) |
464557 |
| 245 10 - TITLE STATEMENT |
|---|
| Title |
Analysis and design of steel and composite structures / |
| Statement of responsibility, etc. |
Qing Quan Liang. |
| 264 #1 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Place of production, publication, distribution, manufacture |
Boca Raton : |
| Name of producer, publisher, distributor, manufacturer |
CRC Press, |
| Date of production, publication, distribution, manufacture, or copyright notice |
[2015] |
| 264 #4 - PRODUCTION, PUBLICATION, DISTRIBUTION, MANUFACTURE, AND COPYRIGHT NOTICE |
|---|
| Date of production, publication, distribution, manufacture, or copyright notice |
©2015 |
| 300 ## - PHYSICAL DESCRIPTION |
|---|
| Extent |
xix, 438 pages : |
| Other physical details |
illustrations ; |
| Dimensions |
25 cm |
| 336 ## - CONTENT TYPE |
|---|
| Content type term |
text |
| Content type code |
txt |
| Source |
rdacontent |
| 337 ## - MEDIA TYPE |
|---|
| Media type term |
unmediated |
| Media type code |
n |
| Source |
rdamedia |
| 338 ## - CARRIER TYPE |
|---|
| Carrier type term |
volume |
| Carrier type code |
nc |
| Source |
rdacarrier |
| 504 ## - BIBLIOGRAPHY, ETC. NOTE |
|---|
| Bibliography, etc. note |
Includes bibliographical references and index. |
| 505 0# - FORMATTED CONTENTS NOTE |
|---|
| Formatted contents note |
1. Introduction -- 2. Design Actions -- 3. Local Buckling of Thin Steel Plates -- 4. Steel Members Under Bending -- 5. Steel Members Under Axial Load and Bending -- 6. Steel Connections -- 7. Plastic Analysis of Steel Beams and Frames -- 8. Composite Slabs -- 9. Composite Beams -- 10. Composite Columns -- 11. Introduction -- -- |
| 505 00 - FORMATTED CONTENTS NOTE |
|---|
| Miscellaneous information |
1. |
| Title |
Introduction -- |
| Miscellaneous information |
1.1. |
| Title |
Steel and Composite Structures -- |
| Miscellaneous information |
1.2. |
| Title |
Limit State Design Philosophy -- |
| -- |
Basic Concepts and Design Criteria -- |
| -- |
Strength Limit State -- |
| -- |
Stability Limit State -- |
| -- |
Serviceability Limit State -- |
| Miscellaneous information |
1.3. |
| Title |
Structural Design Process -- |
| Miscellaneous information |
1.4. |
| Title |
Material Properties -- |
| -- |
Structural Steel -- |
| -- |
Profiled Steel -- |
| -- |
Reinforcing Steel -- |
| -- |
Concrete -- |
| -- |
References -- -- |
| Miscellaneous information |
2. |
| Title |
Design Actions -- |
| Miscellaneous information |
2.1. |
| Title |
Introduction -- |
| Miscellaneous information |
2.2. |
| Title |
Permanent Actions -- |
| Miscellaneous information |
2.3. |
| Title |
Imposed Actions -- |
| Miscellaneous information |
2.4. |
| Title |
Wind Actions -- |
| -- |
Determination of Wind Actions -- |
| -- |
Regional Wind Speeds -- |
| -- |
Site Exposure Multipliers -- |
| -- |
Aerodynamic Shape Factor -- |
| -- |
Dynamic Response Factor -- |
| Miscellaneous information |
2.5. |
| Title |
Combinations of Actions -- |
| -- |
Combinations of Actions for Strength Limit State -- |
| -- |
Combinations of Actions for Stability Limit State -- |
| -- |
Combinations of Actions for Serviceability Limit State -- |
| -- |
References -- -- |
| Miscellaneous information |
3. |
| Title |
Local Buckling of Thin Steel Plates -- |
| Miscellaneous information |
3.1. |
| Title |
Introduction -- |
| Miscellaneous information |
3.2. |
| Title |
Steel Plates Under Uniform Edge Compression -- |
| -- |
Elastic Local Buckling -- |
| -- |
Post-Local Buckling -- |
| -- |
Design of Slender Sections Accounting for Local Buckling -- |
| Miscellaneous information |
3.3. |
| Title |
Steel Plates Under In-Plane Bending -- |
| -- |
Elastic Local Buckling -- |
| -- |
Ultimate Strength -- |
| -- |
Design of Beam Sections Accounting for Local Buckling -- |
| Miscellaneous information |
3.4. |
| Title |
Steel Plates in Shear -- |
| -- |
Elastic Local Buckling -- |
| -- |
Ultimate Strength -- |
| Miscellaneous information |
3.5. |
| Title |
Steel Plates in Bending and Shear -- |
| -- |
Elastic Local Buckling -- |
| -- |
Ultimate Strength -- |
| Miscellaneous information |
3.6. |
| Title |
Steel Plates in Bearing -- |
| -- |
Elastic Local Buckling -- |
| -- |
Ultimate Strength -- |
| Miscellaneous information |
3.7. |
| Title |
Steel Plates in Concrete-Filled Steel Tubular Columns -- |
| -- |
Elastic Local Buckling -- |
| -- |
Post-Local Buckling -- |
| Miscellaneous information |
3.8. |
| Title |
Double Skin Composite Panels -- |
| -- |
Local Buckling of Plates Under Biaxial Compression -- |
| -- |
Post-Local Buckling of Plates Under Biaxial Compression -- |
| -- |
Local Buckling of Plates Under Biaxial Compression And Shear -- |
| -- |
Post-Local Buckling of Plates Under Biaxial Compression and Shear -- |
| -- |
References -- -- |
| Miscellaneous information |
4. |
| Title |
Steel Members Under Bending -- |
| Miscellaneous information |
4.1. |
| Title |
Introduction -- |
| Miscellaneous information |
4.2. |
| Title |
Behaviour of Steel Members Under Bending -- |
| Miscellaneous information |
4.3. |
| Title |
Properties of Thin-Walled Sections -- |
| -- |
Centroids -- |
| -- |
Second Moment of Area -- |
| -- |
Torsional and Warping Constants -- |
| -- |
Elastic Section Modulus -- |
| Miscellaneous information |
4.4. |
| Title |
Section Moment Capacity -- |
| Miscellaneous information |
4.5. |
| Title |
Member Moment Capacity -- |
| -- |
Restraints -- |
| -- |
Members with Full Lateral Restraint -- |
| -- |
Members without Full Lateral Restraint -- |
| -- |
Design Requirements for Members Under Bending -- |
| Miscellaneous information |
4.6. |
| Title |
Shear Capacity of Webs -- |
| -- |
Yield Capacity of Webs in Shear -- |
| -- |
Shear Buckling Capacity of Webs -- |
| -- |
Webs in Combined Shear and Bending -- |
| -- |
Transverse Web Stiffeners -- |
| -- |
Longitudinal Web Stiffeners -- |
| Miscellaneous information |
4.7. |
| Title |
Bearing Capacity of Webs -- |
| -- |
Yield Capacity of Webs in Bearing -- |
| -- |
Bearing Buckling Capacity of Webs -- |
| -- |
Webs in Combined Bearing and Bending -- |
| -- |
Load-Bearing Stiffeners -- |
| Miscellaneous information |
4.8. |
| Title |
Design for Serviceability -- |
| -- |
References -- -- |
| Miscellaneous information |
5. |
| Title |
Steel Members Under Axial Load and Bending -- |
| Miscellaneous information |
5.1. |
| Title |
Introduction -- |
| Miscellaneous information |
5.2. |
| Title |
Members Under Axial Compression -- |
| -- |
Behaviour of Members in Axial Compression -- |
| -- |
Section Capacity in Axial Compression -- |
| -- |
Elastic Buckling of Compression Members -- |
| -- |
Member Capacity in Axial Compression -- |
| -- |
Laced and Battened Compression Members -- |
| Miscellaneous information |
5.3. |
| Title |
Members in Axial Tension -- |
| -- |
Behaviour of Members in Axial Tension -- |
| -- |
Capacity of Members in Axial Tension -- |
| Miscellaneous information |
5.4. |
| Title |
Members Under Axial Load and Uniaxial Bending -- |
| -- |
Behaviour of Members Under Combined Actions -- |
| -- |
Section Moment Capacity Reduced by Axial Force -- |
| -- |
In-Plane Member Capacity -- |
| -- |
Out-of-Plane Member Capacity -- |
| Miscellaneous information |
5.5. |
| Title |
Design of Portal Frame Rafters and Columns -- |
| -- |
Rafters -- |
| -- |
Portal Frame Columns -- |
| Miscellaneous information |
5.6. |
| Title |
Members Under Axial Load and Biaxial Bending -- |
| -- |
Section Capacity Under Biaxial Bending -- |
| -- |
Member Capacity Under Biaxial Bending -- |
| -- |
References -- -- |
| Miscellaneous information |
6. |
| Title |
Steel Connections -- |
| Miscellaneous information |
6.1. |
| Title |
Introduction -- |
| Miscellaneous information |
6.2. |
| Title |
Types of Connections -- |
| Miscellaneous information |
6.3. |
| Title |
Minimum Design Actions -- |
| Miscellaneous information |
6.4. |
| Title |
Bolted Connections -- |
| -- |
Types of Bolts -- |
| -- |
Bolts in Shear -- |
| -- |
Bolts in Tension -- |
| -- |
Bolts in Combined Shear and Tension -- |
| -- |
Ply in Bearing -- |
| -- |
Design of Bolt Groups -- |
| Miscellaneous information |
6.5. |
| Title |
Welded Connections -- |
| -- |
Types of Welds -- |
| -- |
Butt Welds -- |
| -- |
Fillet Welds -- |
| -- |
Weld Groups -- |
| Miscellaneous information |
6.6. |
| Title |
Bolted Moment End Plate Connections -- |
| -- |
Design Actions -- |
| -- |
Design of Bolts -- |
| -- |
Design of End Plate -- |
| -- |
Design of Beam-to-End-Plate Welds -- |
| -- |
Design of Column Stiffeners -- |
| -- |
Geometric Requirements -- |
| Miscellaneous information |
6.7. |
| Title |
Pinned Column Base Plate Connections -- |
| -- |
Connections Under Compression and Shear -- |
| -- |
Connections Under Tension and Shear -- |
| -- |
References -- -- |
| Miscellaneous information |
7. |
| Title |
Plastic Analysis of Steel Beams and Frames -- |
| Miscellaneous information |
7.1. |
| Title |
Introduction -- |
| Miscellaneous information |
7.2. |
| Title |
Simple Plastic Theory -- |
| -- |
Plastic Hinge -- |
| -- |
Full Plastic Moment -- |
| -- |
Effect of Axial Force -- |
| -- |
Effect of Shear Force -- |
| Miscellaneous information |
7.3. |
| Title |
Plastic Analysis of Steel Beams -- |
| -- |
Plastic Collapse Mechanisms -- |
| -- |
Work Equation -- |
| -- |
Plastic Analysis Using the Mechanism Method -- |
| Miscellaneous information |
7.4. |
| Title |
Plastic Analysis of Steel Frames -- |
| -- |
Fundamental Theorems -- |
| -- |
Method of Combined Mechanism -- |
| Miscellaneous information |
7.5. |
| Title |
Plastic Design to AS 4100 -- |
| -- |
Limitations on Plastic Design -- |
| -- |
Section Capacity Under Axial Load and Bending -- |
| -- |
Slenderness Limits -- |
| -- |
References -- -- |
| 505 00 - FORMATTED CONTENTS NOTE |
|---|
| Miscellaneous information |
8. |
| Title |
Composite Slabs -- |
| Miscellaneous information |
8.1. |
| Title |
Introduction -- |
| Miscellaneous information |
8.2. |
| Title |
Components of Composite Slabs -- |
| Miscellaneous information |
8.3. |
| Title |
Behaviour of Composite Slabs -- |
| Miscellaneous information |
8.4. |
| Title |
Shear Connection of Composite Slabs -- |
| -- |
Basic Concepts -- |
| -- |
Strength of Shear Connection -- |
| -- |
Degree of Shear Connection -- |
| Miscellaneous information |
8.5. |
| Title |
Moment Capacity Based on Eurocode 4 -- |
| -- |
Complete Shear Connection with Neutral Axis Above Sheeting -- |
| -- |
Complete Shear Connection with Neutral Axis Within Sheeting -- |
| -- |
Partial Shear Connection -- |
| Miscellaneous information |
8.6. |
| Title |
Moment Capacity Based on Australian Practice -- |
| -- |
Positive Moment Capacity with Complete Shear Connection -- |
| -- |
Positive Moment Capacity with Partial Shear Connection -- |
| -- |
Minimum Bending Strength -- |
| -- |
Design for Negative Moments -- |
| Miscellaneous information |
8.7. |
| Title |
Vertical Shear Capacity of Composite Slabs -- |
| -- |
Positive Vertical Shear Capacity -- |
| -- |
Negative Vertical Shear Capacity -- |
| -- |
Vertical Shear Capacity Based on Eurocode 4 -- |
| Miscellaneous information |
8.8. |
| Title |
Longitudinal Shear -- |
| Miscellaneous information |
8.9. |
| Title |
Punching Shear -- |
| Miscellaneous information |
8.10. |
| Title |
Design Considerations -- |
| -- |
Effective Span -- |
| -- |
Potentially Critical Cross Sections -- |
| -- |
Effects of Propping -- |
| Miscellaneous information |
8.11. |
| Title |
Design for Serviceability -- |
| -- |
Crack Control of Composite Slabs -- |
| -- |
Short-Term Deflections of Composite Slabs -- |
| -- |
Long-Term Deflections of Composite Slabs -- |
| -- |
Span-to-Depth Ratio for Composite Slabs -- |
| -- |
References -- -- |
| Miscellaneous information |
9. |
| Title |
Composite Beams -- |
| Miscellaneous information |
9.1. |
| Title |
Introduction -- |
| Miscellaneous information |
9.2. |
| Title |
Components of Composite Beams -- |
| Miscellaneous information |
9.3. |
| Title |
Behaviour of Composite Beams -- |
| Miscellaneous information |
9.4. |
| Title |
Effective Sections -- |
| -- |
Effective Width of Concrete Flange -- |
| -- |
Effective Portion of Steel Beam Section -- |
| Miscellaneous information |
9.5. |
| Title |
Shear Connection of Composite Beams -- |
| -- |
Basic Concepts -- |
| -- |
Load-Slip Behaviour of Shear Connectors -- |
| -- |
Strength of Shear Connectors -- |
| -- |
Degree of Shear Connection -- |
| -- |
Detailing of Shear Connectors -- |
| Miscellaneous information |
9.6. |
| Title |
Vertical Shear Capacity of Composite Beams -- |
| -- |
Vertical Shear Capacity Ignoring Concrete Contribution -- |
| -- |
Vertical Shear Capacity Considering Concrete Contribution -- |
| Miscellaneous information |
9.7. |
| Title |
Design Moment Capacity for Positive Bending -- |
| -- |
Assumptions -- |
| -- |
Cross Sections with γ [less than or equal to] 0.5 and Complete Shear Connection -- |
| -- |
Cross Sections with γ [less than or equal to] 0.5 and Partial Shear Connection -- |
| -- |
Cross Sections with γ = 1.0 and Complete Shear Connection -- |
| -- |
Cross Sections with γ = 1.0 and Partial Shear Connection -- |
| -- |
Cross Sections with 0.5 [less than] γ [less than or equal to] 1.0 -- |
| -- |
Minimum Degree of Shear Connection -- |
| Miscellaneous information |
9.8. |
| Title |
Design Moment Capacity for Negative Bending -- |
| -- |
Design Concepts -- |
| -- |
Key Levels of Longitudinal Reinforcement -- |
| -- |
Plastic Neutral Axis Depth -- |
| -- |
Design Negative Moment Capacity -- |
| Miscellaneous information |
9.9. |
| Title |
Transfer of Longitudinal Shear in Concrete Slabs -- |
| -- |
Longitudinal Shear Surfaces -- |
| -- |
Design Longitudinal Shear Force -- |
| -- |
Longitudinal Shear Capacity -- |
| -- |
Longitudinal Shear Reinforcement -- |
| Miscellaneous information |
9.10. |
| Title |
Composite Beams with Precast Hollow Core Slabs -- |
| Miscellaneous information |
9.11. |
| Title |
Design for Serviceability -- |
| -- |
Elastic Section Properties -- |
| -- |
Deflection Components of Composite Beams -- |
| -- |
Deflections Due to Creep and Shrinkage -- |
| -- |
Maximum Stress in Steel Beam -- |
| -- |
References -- -- |
| Miscellaneous information |
10. |
| Title |
Composite Columns -- |
| Miscellaneous information |
10.1. |
| Title |
Introduction -- |
| Miscellaneous information |
10.2. |
| Title |
Behaviour and Design of Short Composite Columns -- |
| -- |
Behaviour of Short Composite Columns -- |
| -- |
Short Composite Columns Under Axial Compression -- |
| -- |
Short Composite Columns Under Axial Load and Uniaxial Bending -- |
| Miscellaneous information |
10.3. |
| Title |
Non-Linear Analysis of Short Composite Columns -- |
| -- |
General -- |
| -- |
Fibre Element Method -- |
| -- |
Fibre Strain Calculations -- |
| -- |
Material Constitutive Models for Structural Steels -- |
| -- |
Material Models for Concrete in Rectangular CFST Columns -- |
| -- |
Material Models for Concrete in Circular CFST Columns -- |
| -- |
Modelling of Local and Post-Local Buckling -- |
| -- |
Stress Resultants -- |
| -- |
Computational Algorithms Based on the Secant Method -- |
| Miscellaneous information |
10.4. |
| Title |
Behaviour and Design of Slender Composite Columns -- |
| -- |
Behaviour of Slender Composite Columns -- |
| -- |
Relative Slenderness and Effective Flexural Stiffness -- |
| -- |
Concentrically Loaded Slender Composite Columns -- |
| -- |
Uniaxially Loaded Slender Composite Columns -- |
| -- |
Biaxially Loaded Slender Composite Beam-Columns -- |
| Miscellaneous information |
10.5. |
| Title |
Non-Linear Analysis of Slender Composite Columns -- |
| -- |
General -- |
| -- |
Modelling of Load-Deflection Behaviour -- |
| -- |
Modelling of Axial Load-Moment Interaction Diagrams -- |
| -- |
Numerical Solution Scheme Based on Müller's Method -- |
| -- |
Composite Columns with Preload Effects -- |
| -- |
Composite Columns Under Cyclic Loading -- |
| -- |
References -- |
| -- |
Composite Connections -- -- |
| Miscellaneous information |
11. |
| Title |
Introduction -- |
| Miscellaneous information |
11.1. |
| Title |
Single-Plate Shear Connections -- |
| Miscellaneous information |
11.2. |
| Title |
Behaviour of Single-Plate Connections -- |
| -- |
Design Requirements -- |
| -- |
Design of Bolts -- |
| -- |
Design of Single Plate -- |
| -- |
Design of Welds -- |
| Miscellaneous information |
11.3. |
| Title |
Tee Shear Connections -- |
| -- |
Behaviour of Tee Shear Connections -- |
| -- |
Design of Bolts -- |
| -- |
Design of Tee Stems -- |
| -- |
Design of Tee Flanges -- |
| -- |
Design of Welds -- |
| -- |
Detailing Requirements -- |
| Miscellaneous information |
11.4. |
| Title |
Beam-to-CEC Column Moment Connections -- |
| -- |
Behaviour of Composite Moment Connections -- |
| -- |
Design Actions -- |
| -- |
Effective Width of Connection -- |
| -- |
Vertical Bearing Capacity -- |
| -- |
Horizontal Shear Capacity -- |
| -- |
Detailing Requirements -- |
| Miscellaneous information |
11.5. |
| Title |
Beam-to-CFST Column Moment Connections -- |
| -- |
Resultant Forces in Connection Elements -- |
| -- |
Neutral Axis Depth -- |
| -- |
Shear Capacity of Steel Beam Web -- |
| -- |
Shear Capacity of Concrete -- |
| Miscellaneous information |
11.6. |
| Title |
Semi-Rigid Connections -- |
| -- |
Behaviour of Semi-Rigid Connections -- |
| -- |
Design Moments at Supports -- |
| -- |
Design of Seat Angle -- |
| -- |
Design of Slab Reinforcement -- |
| -- |
Design Moment Capacities of Connection -- |
| -- |
Compatibility Conditions -- |
| -- |
Design of Web Angles -- |
| -- |
Deflections of Composite Beams -- |
| -- |
Design Procedure. |
| 520 ## - SUMMARY, ETC. |
|---|
| Summary, etc. |
"With numerous practical step-by-step examples to illustrate the analysis and design of steel and composite members and connections, this book provides an integrated and comprehensive introduction to the analysis and design of steel and steel-concrete composite structures. It describes the fundamental behavior of steel and composite members and structures and the latest design criteria and procedures. Each section covers the necessary fundamentals for its respective material, but the integration provides further practical insight not possible in independent textbooks. "--Provided by publisher. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Building, Iron and steel |
| 9 (RLIN) |
349343 |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM |
|---|
| Topical term or geographic name entry element |
Composite construction. |
| 9 (RLIN) |
315859 |
| 907 ## - LOCAL DATA ELEMENT G, LDG (RLIN) |
|---|
| a |
.b13917055 |
| b |
22-08-17 |
| c |
28-10-15 |
| 998 ## - LOCAL CONTROL INFORMATION (RLIN) |
|---|
| -- |
b |
| -- |
c |
| Operator's initials, OID (RLIN) |
06-04-16 |
| Cataloger's initials, CIN (RLIN) |
m |
| First date, FD (RLIN) |
a |
| -- |
eng |
| -- |
flu |
| -- |
0 |
| 945 ## - LOCAL PROCESSING INFORMATION (OCLC) |
|---|
| a |
624.1821 LIA |
| g |
1 |
| i |
A526547B |
| j |
0 |
| l |
cmain |
| o |
- |
| p |
$141.58 |
| q |
- |
| r |
- |
| s |
- |
| t |
0 |
| u |
2 |
| v |
0 |
| w |
1 |
| x |
0 |
| y |
.i1342998x |
| z |
29-10-15 |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) |
|---|
| Koha item type |
Book |
