STRUCTURAL GLASS FACADES - USC School of Architecture

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processes involving many computations. The programs can also embody procedural guidelines and the kind of logical branching systems characteristic of design guidelines (if this, then this, otherwise this). Most contemporary design tools are comprised of some kind of computer enabled software program. Most software programs run on a user’s computer. The program can be purchased on a compact disc(s) and installed on the computer, or downloaded from the internet. Increasingly, software programs can be accessed on a website through the internet, with the program running on the server and just inputs and results being passed between the server and user (client). Alternately, the computing code can be passed to the client, executed on the client’s computer, with certain resulting data stored on the client computer and other data transferred back to the server for storage in a database. Much of this can be transparent to the client. In the case of Daylight 1-2-3, the daylighting analysis program discussed above, a combination approach was used where the user downloaded a program and installed it on the client computer. The program was executed to provide inputs back to the server, where the analysis was subsequently done and the results passed back to the client. The best way of structuring this interaction is a function of a great many interrelated variables, among them; cost, security, speed, liability, and the requirements for data analysis and storage. 4.5.4 Websites The new book is the website and the new library is the internet. It is hard to argue that the internet now provides the most convenient access to information, tools and other resources. Unfortunately, much of the information available for free on the World Wide Web is increasingly comprised of online brochures and other marketing information, requiring discrimination by the user to qualify the information. Access to scholarly works and research may be more convenient on the Web, but this access comes with increasing frequency at a 169
cost ranging from 25 to 50 dollars per paper; there may yet be substantial value in a trip to a good library for those involved in extensive research, and regardless of opinion to the contrary, there is still much in the library that will not be found online, especially with older works. Nonetheless, internet websites provide a powerful resource. Select industry producers provide excellent technical data, design guidelines for their products, product selection tools, and even design tools on their websites. Industry associations have also provided some excellent examples of effective and efficient websites, some of which are represented in this thesis. An example in the glass industry is Glass Processing Days (GPD), an organization that sponsors one of the largest international architectural and automotive glass conferences, held every odd year in Tampere, Finland. GPD hosts a website that features sections on industry news, a library, of articles, a product listing, a directory of suppliers, magazine reviews, and a calendar of events. Hundreds of technical articles are available for free download. Registration is required but there is no charge. The stated intent of the GPD reflects the perceived potential value of a website: “…provide a Web service for Glass Professionals. The idea is to establish a forum for exchanging information on the ever more advanced environment, technologies and processes that exist within the industry – today and tomorrow. The difference lies in the medium. As a web service, glassfiles.com provides a forum that continuously offers easy access to educational and useful information – anywhere, anytime” (Glass Processing Days 2008). Most established technologies have at least one website acting as a resource and providing reference materials along with tools. The glass industry, a large and mature industry, has many. Universities are another place where valuable websites are often found. An excellent example is a website resource and learning program regarding structures sponsored by the 170
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STRUCTURAL GLASS FACADES: A UNIQUE
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Dedication To my bride, Victoria Me
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One cannot help but burden others w
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6.4 Other Considerations in Glass S
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Table 6-6 Simple truss attributes.
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List of Figures Figure 1.1 Berlin C
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Figure 2.1 Tension rod rigging term
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Figure 2.28 Diagram of low-E functi
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Figure 6.12 New Beijing Poly Plaza;
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Figure 8.7 Glass and the glass manu
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Abstract This thesis formulates a h
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The push by leading architects for
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Barriers to Implementation As with
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The primary focus of this thesis wi
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Chapter 1 - Context 1.1 Structural
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facades as used herein refers to th
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The vaulted enclosure spans six tra
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1.2.2 Architectural Use of Glass It
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the great cathedrals of the period
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1.2.4 Glass as Building Skin Struct
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1.2.5 The Advent of the Curtain Wal
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structure is exposed, and thus beco
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necessarily the case, however. Nort
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and practitioners of this style, Wa
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In the same manner, Mies van der Ro
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1.3.2 Emergence of Structural Glass
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of glass are transparency, transluc
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Opacity is the opposite of transpar
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Willis Faber & Dumas Building Ipswi
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Figure 1.18 Louvre Pyramid by night
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Channel 4 Headquarters London; Rich
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presentations on the technology usu
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was not constructed until the 1950
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1.3.6 Practitioners The following e
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In a common development pattern, se
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from the yachting industry and used
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imitation reveals itself here; repe
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their lack of familiarity with it.
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Oil prices blowing by USD 100 per b
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Chapter 2 - Materials, Processes, a
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2.2.1 Structures and Strategies for
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2.2.2 Strongbacks and Glass Fins St
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Various geometries are possible, mo
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The application of trusses as part
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Figure 2.8 Truss identification: br
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A large cavity double-skin façade
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Fuller later went on to develop ten
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stabilized, or closed systems; stab
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2.2.9.2 Cable Net The addition of h
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Kieran Kelley-Sneed, a former profe
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these materials. High performance t
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or some similar process to produce
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Individual wires are fist twisted i
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2.3.3.2 Rods Design innovations are
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processing adding value in some man
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Table 2-4 Raw materials used in typ
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2.4.1.6 Laminated Glass Laminated g
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laminated panel comprised of a temp
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of the spacer, and the application
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applied by a process of vacuum (spu
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The illustration on the left shows
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2.4.1.11 Specifying Glass Specifyin
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to as annealed glass. Subsequent pr
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later) may exhibit worsened distort
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glass above). In fact, perhaps owin
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“Float glass thickness range from
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pieces of glass with a ½” air sp
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A measure of heat gain or heat loss
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Fortunately, glass producers again
Page 139 and 140: 2.5.2 Stick Systems Most curtain wa
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Page 145 and 146: 2.5.9 Structural Glazing Structural
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Page 149 and 150: Alternatively, structural glass fac
Page 151 and 152: Chapter 3 - Building Products, Proc
Page 153 and 154: New strategies and project delivery
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Page 157 and 158: 3.1.3 Fabrication Fabrication requi
Page 159 and 160: A design/builder may provide instal
Page 161 and 162: 3.2.1.2 Weaknesses of Design/Bid/Bu
Page 163 and 164: The budget can be developed along w
Page 165 and 166: 3.2.3.1 Strengths of Design/Assist
Page 167 and 168: 3.3.1.2 Develop an appropriate surf
Page 169 and 170: 3.3.2.1 Representative Drawings Pla
Page 171 and 172: to related websites. In the case of
Page 173 and 174: 4.2.1 Wizards A common type of desi
Page 175 and 176: On selection of an exterior color f
Page 177 and 178: website acts as a resource in suppo
Page 179 and 180: It is interesting to note that tool
Page 181 and 182: easons, many interactive tutorials
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Page 187 and 188: contextual imagery and a general de
Page 189: 4.5 The Medium 4.5.1 Print Digital
Page 193 and 194: Figure 4.8 PowerPoint presentation
Page 195 and 196: 5.1.4 It is conceivable to facilita
Page 197 and 198: Chapter 1 defines structural glass
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Page 201 and 202: Chapter 6 - Categorization and Orga
Page 203 and 204: Table 6-2 Morphological categorizat
Page 205 and 206: 6.1.2 Definition of Evaluation Crit
Page 207 and 208: measure of the relative ease of des
Page 209 and 210: Material Suppliers and Subcontracto
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Page 217 and 218: Figure 6.2 Generalized behavior att
Page 219 and 220: Design Considerations The strongbac
Page 221 and 222: Constructability Fabrication: The c
Page 223 and 224: opportunities for exploring facetin
Page 225 and 226: Constructability Fabrication: If sp
Page 227 and 228: square-on-offset-square derived fro
Page 229 and 230: Glass system interface: Any glass s
Page 231 and 232: Constructability Fabrication: As di
Page 233 and 234: Morphology Vertical trusses are ali
Page 235 and 236: Durability and Maintenance: The con
Page 237 and 238: Table 6-7 Mast truss attributes. 6.
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deflections relative to the façade
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Stability in the cable truss is pro
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Resources and Technology Maturity:
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Installation: Installation is signi
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Design issues: The determination of
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Gymnastics Arena fabric clad tenseg
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Design Considerations Aesthetics: G
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Pre-tension requirements: The cable
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Morphology Cable-hung structures ha
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Glass system interface: The interfa
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Structural Performance Spanning cap
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Structural Efficiency (strength to
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6.2.1 Categorization Scheme Table 6
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6.2.3 Class Comparisons: Applicatio
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Optical Distortion: The heat-treati
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Size Limitation: Viracon, the large
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objective; monolithic panels of low
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equipment. Depending upon these var
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deflections exceed this requirement
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consideration, and should be heat-s
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Transparency Relative transparency
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What follows is a consideration of
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Design issues: These systems must b
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Design Considerations Aesthetics: O
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Constructability Fabrication: All f
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Material Suppliers and Subcontracto
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then treated identically to point-f
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Accommodation of movement: As with
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Geometric flexibility: One of the a
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all-bearing head that provides for
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effectively clamping the glass to t
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Constructability Fabrication: Glass
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For a more sophisticated program us
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lighting costs should also be figur
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Chapter 7 - Tools, Resources, and C
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grid anomalies, and other nonstanda
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7.1 A Simple Case The theory is tha
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7.1.3 Vertical Span / Horizontal Sp
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Figure 7.3 FacadeDesigner.com homep
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The World Wide Web is a unique medi
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Figure 7.5 StructureExplorer Web pa
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This module has not been developed
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deflections. As will be seen, the t
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F af 2 Vm/ryf F y 1- 0.
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F ab 2 Vm/ryb F y 1- 0.
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Calculate front chord stress ratio;
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analysis eliminates the formation o
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Figure 7.9 Dynamic relaxation veloc
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output of the analysis, along with
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Solving for cable force, the additi
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Figure 7.12 FacadeDesigner: select
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Figure 7.13 FacadeDesigner: glass g
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H m = H s / H n V m = V s / V n Or,
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show a vertically oriented glass gr
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FaçadeDesigner is thus linked to S
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elevations, sections and details. T
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inadvertent and unnecessary, and ea
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maximum timeframe. However, the Exp
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Figure 8.2 Introductory page requir
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Figure 8.5 Glass system types are i
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Figure 8.9 Each system type is pres
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application to the AIA/CES to becom
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8.2 Summary The background research
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Long-span façade structures Simpl
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9.1.1 Test Subjects Group A is comp
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The testing of Group A was administ
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Subjective questions 1-5, column 2,
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Table 9-4 Group B, 2nd test results
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Group A 1st Test Correct Respnses I
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y the learning program. This may re
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Group B 1st Test Correct Respnses I
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incorrect responses was 14% in the
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presentation is clearly emboldening
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Figure 9.10 Comparison of group A a
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"Don't Know" Responses by Category;
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Question 10 Tempered glass is
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Group A Incorrect Responses: Change
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This question was answered incorrec
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Perhaps the shift from I-don’t-kn
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Question 14 Glass for point-fixed s
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Please circle one number only for e
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after they were given the presentat
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The average response here fell one
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inclusion in StructureDesigner, and
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V n = number of vertical grid modul
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Table 9-5 Cable net; omparison of t
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H m = horizontal module (ft) H n =
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Table 9-6 Simple truss; comparison
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Chapter 10 - Summary and Conclusion
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pyramid structure when the distribu
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The author is not a Web designer or
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10.2.2 FaçadeDesigner; the Methodo
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Tutorials An objective of FacadeDes
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and load conditions. A testing meth
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The need is for education and resou
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information. Better organization of
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institutions such as the Massachuse
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The important issue of sustainabili
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accommodate application needs from
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10.3.6 Diffusion of Innovation in A
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Bibliography Amato, I 1997. Stuff;
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Cambridge 2000 Gallery 2005. Willis
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Glass skyscraper n.d. Model of glas
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Nardella, M 2007. Interior of Garde
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Seagram Building n.d. Photograph of
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