Cargando…
The stability of frames /
The Stability of Frames.
| Clasificación: | Libro Electrónico |
|---|---|
| Autores principales: | , |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Oxford ; New York :
Pergamon Press,
1965.
|
| Edición: | 1st ed. |
| Colección: | Commonwealth and international library. Structures and solid body mechanics division.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
| LEADER | 00000cam a2200000 a 4500 | ||
|---|---|---|---|
| 001 | SCIDIR_ocn897651381 | ||
| 003 | OCoLC | ||
| 005 | 20231117044433.0 | ||
| 006 | m o d | ||
| 007 | cr |n||||||||| | ||
| 008 | 141206s1965 enka ob 001 0 eng d | ||
| 040 | |a EBLCP |b eng |e pn |c EBLCP |d OCLCQ |d N$T |d OCLCE |d OCLCF |d OPELS |d E7B |d DEBSZ |d YDXCP |d OCLCQ |d MERUC |d STF |d OCLCQ |d RDF |d OCLCQ |d VLY |d OCLCO |d OCLCQ |d OCL |d OCLCO | ||
| 019 | |a 654335182 | ||
| 020 | |a 9781483180793 |q (electronic bk.) | ||
| 020 | |a 1483180794 |q (electronic bk.) | ||
| 020 | |a 9780080111759 | ||
| 020 | |a 0080111750 | ||
| 035 | |a (OCoLC)897651381 |z (OCoLC)654335182 | ||
| 050 | 4 | |a TA660.F7 |b H6 1965eb | |
| 072 | 7 | |a TEC |x 009020 |2 bisacsh | |
| 082 | 0 | 4 | |a 624.1773 |2 23 |
| 100 | 1 | |a Horne, M. R. |q (Michael Rex), |e author. | |
| 245 | 1 | 4 | |a The stability of frames / |c M.R. Horne and W. Merchant. |
| 250 | |a 1st ed. | ||
| 260 | |a Oxford ; |a New York : |b Pergamon Press, |c 1965. | ||
| 300 | |a 1 online resource : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a The Commonwealth and international library. Structures and solid body mechanics division | |
| 504 | |a Includes bibliographical references and index. | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Front Cover; The Stability of Frames; Copyright Page; Table of Contents ; PREFACE; CHAPTER 1. THE STABILITY AND FAILURE OF INDIVIDUAL MEMBERS; 1.1 Introduction; 1.2 Axially loaded member with terminal couples; 1.3 Member under axial load only; 1.4 The effect of various end conditions; 1.5 The effect of large deformations; 1.6 Axial deformations; 1.7 The bifurcation of equilibrium states; 1.8 Effect of shear deformation on critical loads; 1.9 General treatment of lateral loads; 1.10 The effect of initial lack of straightness; 1.11 Experimental determination of critical load | |
| 505 | 8 | |a 1.12 Inelastic behaviour1.13 Elastic-plastic struts with no initial imperfections; 1.14 Effect of initial imperfections; 1.15 Practical strut formulae; 1.16 The failure of struts with lateral loads; 1.17 The stability of axially loaded members with strain-hardening stress relations-double modulus load; 1.18 The tangent modulus load; 1.19 Non-axial loading of strain-hardening struts; 1.20 Load factor, stress factor and factor of safety; Examples; CHAPTER 2. STABILITY FUNCTIONS; 2.1 Introduction; 2.2 The effect of axial load on member stiffness; 2.3 The functions s and c; 2.4 The function s"" | |
| 505 | 8 | |a 2.5 Sway functions s(1 + c) and m2.6 No shear functions n and o; 2.7 Summary of operations; 2.8 Generalised displacements; 2.9 Lateral loads; 2.10 Uniformly distributed load; 2.11 Concentrated load; 2.12 Effect of gusset plates; 2.13 Limitations on the use of stability functions; 2.14 Applications of stability functions; Examples; CHAPTER 3. TRIANGULATED FRAMES; 3.1 Introduction; 3.2 Secondary stresses; 3.3 Internal stresses; 3.4 Critical loads; 3.5 Critical loads-example; 3.6 Combination of disturbances; 3.7 Approximate methods of calculation of critical loads; 3.8 Effect of rigid gussets | |
| 505 | 8 | |a ExamplesCHAPTER 4. RIGID-JOINTED FRAMES; 4.1 Introduction; 4.2 Simple portal; 4.3 Multi-storey single-bay portals; 4.4 Multi-bay multi-storey portals; 4.5 Frames in which members carry primary bending moments; Examples; CHAPTER 5. ELASTIC-PLASTIC BEHAVIOUR; 5.1 Introduction; 5.2 The elastic-plastic behaviour of compression-loaded members; 5.3 The estimation of failure loads of compression-loaded members; 5.4 The elastic-plastic failure of lateral loaded frames-behaviour of a two-storey frame | |
| 505 | 8 | |a 5.5 The elastic-plastic failure of lateral loaded frames-the Rankine load as an approximation to failure load5.6 Ultimate loads of structures in strain-hardening material; Examples; ANSWERS TO EXAMPLES; BIBLIOGRAPHY; TABLES OF STABILITY FUNCTIONS; INDEX | |
| 520 | |a The Stability of Frames. | ||
| 650 | 0 | |a Structural frames. | |
| 650 | 0 | |a Stability. | |
| 650 | 0 | |a Framing (Building) | |
| 650 | 0 | |a House framing. | |
| 650 | 6 | |a Charpentes. |0 (CaQQLa)201-0029291 | |
| 650 | 6 | |a Stabilit�e. |0 (CaQQLa)201-0038294 | |
| 650 | 7 | |a structural frames. |2 aat |0 (CStmoGRI)aat300001479 | |
| 650 | 7 | |a stability. |2 aat |0 (CStmoGRI)aat300191653 | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
| 650 | 7 | |a House framing |2 fast |0 (OCoLC)fst00961971 | |
| 650 | 7 | |a Framing (Building) |2 fast |0 (OCoLC)fst00933615 | |
| 650 | 7 | |a Stability |2 fast |0 (OCoLC)fst01131203 | |
| 650 | 7 | |a Structural frames |2 fast |0 (OCoLC)fst01135685 | |
| 650 | 7 | |a Teoria Da Estabilidade. |2 larpcal | |
| 700 | 1 | |a Merchant, W. |q (Wilfred), |d 1912-1965, |e author. | |
| 776 | 0 | 8 | |i Print version: |a Horne, M.R. |t Stability of Frames : The Commonwealth and International Library: Structures and Solid Body Mechanics Division. |d Burlington : Elsevier Science, �2014 |z 9780080111759 |
| 830 | 0 | |a Commonwealth and international library. |p Structures and solid body mechanics division. | |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780080111759 |z Texto completo |