New masters of poster design volume 2 part 1

New masters of poster design volume 2 part 1

New masters of poster design volume 2 part 1

... smiles. 0 01 -25 6 029 27_C2.indd 21 9 /24 /11 9:57 AM Job: 029 27 Title: New Master of Poster Design# 2 (Rockport) Page :22 0 01 -25 6 029 27.indd 22 8/ 31/ 11 4:58 PM Job: 029 27 Title: New Master of Poster Design# 2 ... (Rockport) Page :26 Text 26 ★ NEW MASTERS OF POSTER DESIGN: VOLUME 2 0 01 -25 6 029 27.indd 26 8/ 31/ 11 4:59 PM Job: 029 27 Title...

Ngày tải lên: 11/03/2014, 20:23

126 411 2
New masters of poster design volume 2 part 2

New masters of poster design volume 2 part 2

... (Rockport) Page :1 52 0 01 -25 6 029 27.indd 1 52 8/ 31/ 11 5 :25 PM Job: 029 27 Title: New Master of Poster Design# 2 (Rockport) Page :1 52 Text 1 52 ★ NEW MASTERS OF POSTER DESIGN: VOLUME 2 0 01 -25 6 029 27.indd 1 52 8/ 31/ 11 ... (Rockport) Page :15 0 Text 15 0 ★ NEW MASTERS OF POSTER DESIGN: VOLUME 2 0 01 -25 6 029 27.indd 15 0 8/ 31...

Ngày tải lên: 11/03/2014, 20:31

122 430 1
Gang of Four Design Patterns 2.0

Gang of Four Design Patterns 2.0

... Facade 40 14 . Flyweigth 44 15 . Proxy 47 16 . Chain of Responsibility 51 17 . Command 54 18 . Interpreter 57 19 . Iterator 61 20 . Mediator 65 21 . Memento 68 22 . Observer 71 23 . State 74 24 . Strategy ... Gang of Four patterns 4 4. Abstract Factory 5 5. Builder 11 6. Factory Method 14 7. Prototype 19 8. Singleton 22 9. Adapter 27 10 . Bridge 30 11 . Composi...

Ngày tải lên: 12/09/2012, 14:38

87 1K 4
.MODELLING OF MECHANICAL SYSTEMS VOLUME 2..MODELLING OF MECHANICAL SYSTEMS VOLUME 2Structural docx

.MODELLING OF MECHANICAL SYSTEMS VOLUME 2..MODELLING OF MECHANICAL SYSTEMS VOLUME 2Structural docx

... 307 Chapter 6. Plates: out -of- plane motion 311 6 .1. Kirchhoff–Love hypotheses 3 12 6 .1. 1. Local displacements 3 12 6 .1 .2. Local and global strains 313 6 .1 .2. 1. Local strains 313 6 .1 .2. 2. Global flexure ... motion 25 9 5 .1. Introduction 26 0 5 .1. 1. Plate geometry 26 0 5 .1 .2. Incidence of plate geometry on the mechanical response 26 0 5 .2. Kirchhoff–Love mod...

Ngày tải lên: 22/03/2014, 13:20

521 379 0
Numerical analysis of externally prestressed concrete beams part 1

Numerical analysis of externally prestressed concrete beams part 1

... ⎭ ⎬ ⎫ ⎩ ⎨ ⎧ + ⎭ ⎬ ⎫ ⎩ ⎨ ⎧ Δ Δ = ⎭ ⎬ ⎫ ⎩ ⎨ ⎧ Δ Δ ⎥ ⎦ ⎤ ⎢ ⎣ ⎡ 2 1 2 1 )1( 2 1 )0( 22 21 12 1 1 R R F F U U KK KK (2. 21) Solving the Eq. (2. 21) , we can obtain: {} [] {}{} [] {}() 22 11 1 1 111 UKRFKU Δ−+Δ=Δ − (2. 22) {} [] {} [] {}{} 21 12 2 222 RUKUKF ... ⎪ ⎭ ⎪ ⎬ ⎫ ⎪ ⎩ ⎪ ⎨ ⎧ Δ Δ Δ = ⎪ ⎭ ⎪ ⎬ ⎫ ⎪ ⎩ ⎪ ⎨ ⎧ Δ Δ ⎥ ⎥ ⎥ ⎦ ⎤ ⎢ ⎢ ⎢ ⎣ ⎡ u k k u F F F U U KKK KKK KKK λ 0 3...

Ngày tải lên: 07/11/2012, 11:04

96 510 1
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