STRUCTURAL GLASS FACADES - USC School of Architecture

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Description: A brief description of the glass pane or panel type is provided here. See Chapter 2 for additional discussion. Fabrication: Describes any fabrication issues with respect to the pane or panel. Strength: Relative strength attributes of the pane or panel. Break Pattern: The characteristic pattern of the glass when broken, or behavior of the fabricated glass panel when broken. Spontaneous Breakage: Whether or not spontaneous breaking of glass due to a nickelsulfide inclusion is a concern. Safety Glass: Does the pane or panel qualify as safety glass. Optical Distortion: Problems of optical distortion are discussed. These can be an issue when the primary attributes of glass, transparency and/or reflection, are primary aesthetic drivers in a project. Size Limitation: Identifies relevant size limitation factors for pane or panel. Size is limited initially by the width of the float glass production line. Most float glass lines limit width to 130 in (3,302mm). Larger sizes are available from a few glass producers, but may be expensive, unavailable or impractical in many applications. Heat-treated glass is limited by the properties of the manufacturer’s tempering oven. In determining the glazing grid, a source of glass supply for the assumed size must be confirmed, ideally from a provider in relative proximity to the building site. Application: Primary application(s) of the pane or panel. 245
6.2.3 Class Comparisons: Application of Evaluation Criteria to Glass and Glass Panel Types 6.2.3.1 Heat-Treatment Annealed Glass Description: Glass straight from the float process is in the annealed condition. From the molten state, the glass sheet is slowly cooled in a manner to prevent any residual stresses resulting from the process. Fabrication: The lack of residual stresses in annealed glass allows the material to be easily cut and machined. Strength: The modulus of rupture (flexure) based on a 60 second load: 6,000 psi (43N/mm²). (Loughran 2003, p.110) Break Pattern: Annealed glass breaks in large sharp shards, and consequently most building codes restrict its use in public areas; near doorways and walkways. Spontaneous Breakage: Nickel-sulfide causes no problem in annealed glass, even if the contaminant is present. Safety: Annealed glass does not qualify as safety glass. Optical Distortion: Good quality annealed glass is remarkably free of optical distortion. Size Limitation: Up to 130 in width (3,302mm), with larger widths available from a limited number of manufacturers (Loughran 2003, p. 113). 246
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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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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
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Page 225 and 226: Constructability Fabrication: If sp
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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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Page 241 and 242: deflections relative to the façade
Page 243 and 244: Stability in the cable truss is pro
Page 245 and 246: Resources and Technology Maturity:
Page 247 and 248: Installation: Installation is signi
Page 249 and 250: Design issues: The determination of
Page 251 and 252: Gymnastics Arena fabric clad tenseg
Page 253 and 254: Design Considerations Aesthetics: G
Page 255 and 256: Pre-tension requirements: The cable
Page 257 and 258: Morphology Cable-hung structures ha
Page 259 and 260: Glass system interface: The interfa
Page 261 and 262: Structural Performance Spanning cap
Page 263 and 264: Structural Efficiency (strength to
Page 265: 6.2.1 Categorization Scheme Table 6
Page 269 and 270: Optical Distortion: The heat-treati
Page 271 and 272: Size Limitation: Viracon, the large
Page 273 and 274: objective; monolithic panels of low
Page 275 and 276: equipment. Depending upon these var
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Page 281 and 282: Transparency Relative transparency
Page 283 and 284: What follows is a consideration of
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Page 287 and 288: Design Considerations Aesthetics: O
Page 289 and 290: Constructability Fabrication: All f
Page 291 and 292: Material Suppliers and Subcontracto
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Page 295 and 296: Accommodation of movement: As with
Page 297 and 298: Geometric flexibility: One of the a
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Page 301 and 302: effectively clamping the glass to t
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
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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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STRUCTURAL GLASS FACADES - USC School of Architecture

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