STRUCTURAL GLASS FACADES - USC School of Architecture

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such design simplification by providing for development of the façade design early in the building design process). The perimeter structure may step up or down resulting in different vertical spans. The grid module may change in response to changes in the building grid or for numerous other reasons. Regardless of geometric complexity, the common analytical approach is to model the façade in its entirety incorporating all variations of geometry, and to then analyze this model. Only thus can the behavioral variations resulting from the changing geometry be accurately accounted for. However, this is not required for the preliminary analysis in support of the conceptual design process. Instead, where a vertical dimension or grid change takes place in a façade for instance, the user can quickly and easily model each instance as a separate case. Thus, an approximation of the behavior of complex façade geometry is determined as a function of the exact behavior of similar but not identical structures. Testing of this method is documented in Chapter 9. The Systems The following systems are conceived to be included in this prototype program, however at this time only two of the systems are operational. Customized calculation modules need to be developed for the unsupported systems. All of the systems require further testing. Strongback: This system was felt to be a lesser priority and left to be completed as future work. Simple Truss: As the base case in many of the comparative criteria and as the most generally flexible and economical of the systems, this was defined as a priority system. The approach was to define a fixed number of truss configurations comprised of varying member sections for the front and back truss chord members. The user is prompted to select the “system type” as an additional input to the analysis (Figure 7.10 below). Truss depth is an 315
output of the analysis, along with span/depth, horizontal reactions, front chord ratio, back chord ratio, cable (bracing) force, deflection in inches and as L/d. If the truss configuration used is too light, the truss depth will be large and the user is prompted to try a heavier system. Filtering of the truss configuration input with respect to the other inputs could restrict the “system type” selections to those most likely to work. Figure 7.10 StructureDesigner simple truss analysis form. Mast Truss: The mast truss is a lesser used system type and is left to be completed as future work. Cable Truss: The cable truss is an interesting and effective structure type. A derivation of the DR program as described above is included in the StructureDesigner module but is not complete. 316
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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
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2.5.2 Stick Systems Most curtain wa
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The rainscreen principle has become
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with the outer glass surface. This
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2.5.9 Structural Glazing Structural
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frequently mechanically attaché th
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Alternatively, structural glass fac
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Chapter 3 - Building Products, Proc
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New strategies and project delivery
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costs are extremely low throughout
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3.1.3 Fabrication Fabrication requi
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A design/builder may provide instal
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3.2.1.2 Weaknesses of Design/Bid/Bu
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The budget can be developed along w
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3.2.3.1 Strengths of Design/Assist
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3.3.1.2 Develop an appropriate surf
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3.3.2.1 Representative Drawings Pla
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to related websites. In the case of
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4.2.1 Wizards A common type of desi
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On selection of an exterior color f
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website acts as a resource in suppo
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It is interesting to note that tool
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easons, many interactive tutorials
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“Human Resources In-house expert
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an overall architectural project,
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contextual imagery and a general de
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4.5 The Medium 4.5.1 Print Digital
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cost ranging from 25 to 50 dollars
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Figure 4.8 PowerPoint presentation
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5.1.4 It is conceivable to facilita
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Chapter 1 defines structural glass
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technology into the mainstream cons
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Chapter 6 - Categorization and Orga
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Table 6-2 Morphological categorizat
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6.1.2 Definition of Evaluation Crit
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measure of the relative ease of des
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Material Suppliers and Subcontracto
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to work. There is great opportunity
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eing extremely efficient on a stren
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much as 20-30 percent. Thus, it is
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Figure 6.2 Generalized behavior att
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Design Considerations The strongbac
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Constructability Fabrication: The c
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opportunities for exploring facetin
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Constructability Fabrication: If sp
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square-on-offset-square derived fro
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Glass system interface: Any glass s
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Constructability Fabrication: As di
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Morphology Vertical trusses are ali
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Durability and Maintenance: The con
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Table 6-7 Mast truss attributes. 6.
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problematic, as the structures are
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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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Page 303 and 304: Constructability Fabrication: Glass
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Page 309 and 310: Chapter 7 - Tools, Resources, and C
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Page 313 and 314: 7.1 A Simple Case The theory is tha
Page 315 and 316: 7.1.3 Vertical Span / Horizontal Sp
Page 317 and 318: Figure 7.3 FacadeDesigner.com homep
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Page 321 and 322: Figure 7.5 StructureExplorer Web pa
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Page 325 and 326: deflections. As will be seen, the t
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Page 341 and 342: Figure 7.12 FacadeDesigner: select
Page 343 and 344: Figure 7.13 FacadeDesigner: glass g
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Page 357 and 358: Figure 8.2 Introductory page requir
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Page 361 and 362: Figure 8.9 Each system type is pres
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Page 365 and 366: 8.2 Summary The background research
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Page 369 and 370: 9.1.1 Test Subjects Group A is comp
Page 371 and 372: The testing of Group A was administ
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Page 375 and 376: Table 9-4 Group B, 2nd test results
Page 377 and 378: Group A 1st Test Correct Respnses I
Page 379 and 380: y the learning program. This may re
Page 381 and 382: Group B 1st Test Correct Respnses I
Page 383 and 384: incorrect responses was 14% in the
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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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