Architectural Parametric Design and Mass Customization

... and even more so – susceptible to errors Mass customization: An irregular shape can only exist by the grace of irregular elements, therefor control over mass customization greatly increases design ... thicknesses, but also variable heights and an optimal point distribution Similarly, in a design process parameters can change in accordance to design requirements and iterativ...

Ngày tải lên: 07/06/2015, 22:06

... 19 96 1 1 11 Prestressed masonry 11 .1 Introduction 11 .2 Methods of prestressing 11 .3 Basic theory 11 .4 A general flexural theory 11 .5 Shear stress 11 .6 Deflections 11 .7 Loss of prestress 12 Design ... to EC6 Part 1 1 (ENV 19 96 1: 1995) 12 .8 Design of panel for lateral loading: BS 5628 (limit state) 12 .9 Design for accidental damage ©2004 Taylor & Francis 12 ....

Ngày tải lên: 08/08/2014, 01:20

... situations 20 04 Taylor & Francis Table 2. 7 (Contd) 20 04 Taylor & Francis 20 04 Taylor & Francis Table 2. 7 (Contd) 20 04 Taylor & Francis 20 04 Taylor & Francis Table 2. 7 (Contd) 20 04 Taylor ... given in BS 120 0 are as shown in Fig 2. 4, which identifies two types of sand:sand type S and sand type G Both types of sand will produce satisfactory mortars However, the grading of sand...

Ngày tải lên: 08/08/2014, 01:20

... components and workmanship In general, these should be in accordance with the relevant British Standard (e.g BS 5628: Part 3; Materials and components, design and workmanship and BS 539 0; Stone ... is built in brickwork and the other in blockwork 4.2 .3 Sections and 4: design Sections and contain the main design information, starting with a statement of the basis of de...

Ngày tải lên: 08/08/2014, 01:20

... used 4. 4 .4 Section 4: design of masonry (a) General stability Initial provisions of this section call for overall stability of the structure to be considered The plan layout of the building and ... calculated from (4. 14) where Mi and N i are respectively the design bending moment and vertical load at the top or bottom of the wall and e hi and e a are ©20 04 Taylor & Franc...

Ngày tải lên: 08/08/2014, 01:20

... (DL)=1. 35 ␥f(LL)=1 .5 Design vertical loading (Fig 5. 16) Loading from above (W1)=1. 35 1 05+ 1 .5 19=170.25kN/m Load from left (W2) dead load only=1. 35 4.1 =5. 535kN/m imposed load =5. 5 35+ 1 .5 2.2=8.835kN/m ... factors Design vertical loading (Fig 5. 18) Load from above=1. 35 21.1+1 .5 2.2=31.785kN/m Self-weight of wall=1. 35 17=22.95kN/m Total vertical design load W1 =54 .735...

Ngày tải lên: 08/08/2014, 01:20

... design loads and are to be compared with the design strengths of the material in compression and shear The design of the beam would be carried out in accordance with the relevant code of practice ... introduced by Wood for design purposes and Mp is the effective plastic moment given by Zσy/ ␥ms For design purposes the design strength must be equal to or greater than the d...

Ngày tải lên: 08/08/2014, 01:20

... or In Figs 10.6 and 10 .7, fv=0.35(1+ 17. 5?), a/d=6 and ␥mv=2.0 For these conditions it is apparent that shear strength will be a limiting factor for steel ratios above 0.0 07 0.009 and 0.003–0.004 ... failure of the beam 10.2.4 Design aid Equations (10.1), (10.4) and (10.5) can be represented graphically, as shown in Figs 10.6 and 10 .7 for particular values of fk, ␥mm and ␥m...

Ngày tải lên: 08/08/2014, 01:20

... Gk=3.5×21×10.5+6×4 .8 21×10.5 +(12×2.6×4.25×2 .85 +4×2×2.42×4.25×2 .85 +2×21×2.6×2 .85 +21×2×2×2.42×2 .85 )×7 =17643kN 12.5 12.5.1 WIND LOADING General stability To explain the method, only walls A and B are ... The design loads and design assumptions are given in section 12.2 12.2 BASIS OF DESIGN: LOADINGS • Roof: dead weight, 3.5kN/m2 imposed load, 1.5kN/m2 • Floor: dead weight inc...

Ngày tải lên: 08/08/2014, 01:20

... CfqAe×h/2=1.1×(12 69/ 103)×21×3×3/2=131.9kNm • 5th floor 1.1×(12 69/ 103)×21×6×3=527.6kNm • 4th floor (1.1×12 69 21/103) 9 9/ 2=1187.20kNm • 3rd floor 29. 313×(12×12/2)=2110.54kNm • 2nd floor 29. 313×(15×15/2)=3 297 .70kNm ... be idealized and replaced by a two-dimensional frame (Fig 12.8) and analysed as discussed in Chapter for wind loading 12.7 DESIGN CALCULATION ACCORDING TO EC6 PAR...

Ngày tải lên: 08/08/2014, 01:20

... outer cavity and corridor wall The wall type A (AD and BC in Fig 12 .10) may be relieved of some of the design load, hence no further check is required 12 .10 APPENDIX: A TYPICAL DESIGN CALCULATION ... construction, 10 C Minimum mean temperature of wall, -20°C Maximum mean temperature of wall, 50°C Range in service from 10 C, -10 C to +40°C Overall contraction of wall 30 10 10- 6×2...

Ngày tải lên: 08/08/2014, 01:20

... "database" chọn "New Database" hình vẽ sau: Sau việc đánh tên database click OK Ngoài dùng SQL script để tạo database Khi ta phải rõ vị trí primary data file transaction log file Ví dụ: USE master ... Visual Basic 6.0 Authors AuthID First Name Last Name A1 John Brown A2 Matthew Bortniker A3 Rick Johnson A4 Peter Wright A5 James Moon AuthorBook BookID AuthID A1 A2 A3 A4 A5 A1...

Ngày tải lên: 25/08/2012, 09:00

... HOW TO DESIGN AND WRITE WEB PAGES TODAY Recent Titles in Writing Today How to Write about the Media Today Raúl Damacio Tovares and Alla V Tovares How to Write Persuasively Today Carolyn ... topics of wide interest, such as how to design and write Web pages and how to write persuasively Others look more closely at particular topics, suc...

Ngày tải lên: 27/08/2012, 13:55