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Technological advances in the polymer
"interlayer" in laminated glass panels-the
material that bonds sheets of glass together and then is sealed
tight in the fabrication process-have enhanced strength,
safety and security performance, and allowed design professionals
to use laminated glass in many new applications.
Over the last several decades, the most common interlayer
material has been polyvinyl butyral, or PVB, a plasticized
film that is sealed under heat and pressure to form a cohesive
laminated glass panel. The best-known safety application is
the automotive windshield. The chief advantage is that when
laminated glass made with PVB interlayer breaks, the glass
fragments adhere to the interlayer, greatly reducing the risk
of cutting and piercing injuries.
But PVB's limitations include reduced strength under
some design conditions and restricted high-temperature structural
performance, especially after glass breakage has occurred.
So scientists have developed a new, advanced polymer interlayer,
that increases strength in laminated glass panels to such
a degree that they can be used without conventional supports
and in a wide variety of new applications, including glass
stairs, floors, canopies, and curtain walls.

Yorkdale Mall skylight
closeup
Photo credit: Barbara Stoneham, MMC International
Architects |
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The new, advanced polymer interlayer-also referred to
as a structural interlayer, because its properties impact
structural performance-is sufficiently strong that the
laminated glass panels can be thinner and structurally more
efficient, and the glass also maintains transparency and remains
clear. The construction is more resistant to moisture penetration
and is compatible with most silicone sealants.
The advances have opened up new possibilities for professionals
expanding the use of laminated glass in cutting-edge design,
while at the same time improving safety performance in this
age of monster storms and international terrorism.
A transparent evolution
Ever since a French chemist knocked over a bottle of cellulose
acetate from a shelf in 1903 and noticed how the shattered
fragments stuck close together, laminated glass has had many
applications. It was first used in the lenses of gas masks
during World War I, and just before World War II, in the automobile
windshield. The interlayer used was a flexible plastic sheet
made of polyvinyl butyral (PVB), which could be sandwiched
between glass. The PVB adhered well to the glass, was durable
in terms of its weather performance, and maintained transparency
in the car windshield application. The safety benefits-no
shattering on impact -secured the position of laminated
glass as an industry standard.
The use of laminated glass in buildings became more common
as designers added skylights and built atriums and glass-enclosed
walkways with canopies. The glass in these applications needed
to be strong and withstand pressure from snow or high winds,
and it couldn't shatter into pieces and fall on building
occupants in the event of breakage. There were also other
advantages to laminated glass in terms of reducing noise,
the blocking of harmful ultraviolet rays, glare reduction,
and even for protection against break-ins.
A turning point
However, architects and engineers found that to increase
strength, making the glass panel thicker was often the only
solution. And in some cases, the glass panels also had to
be supported continuously on four sides to meet the load requirements.
Meanwhile, two trends were underway. One was that design
professionals wanted to use glass in new ways, as stairs,
floors, large overhead constructions, and curtain walls. But
at the same time, glass had to be stronger than ever, because
of evolving standards related to hurricane impact resistance.
Rather than make laminated glass thicker, scientists began
thinking that what was needed was an improved interlayer.
A new, advanced polymer interlayer, or structural interlayer,
was developed that was stiffer and stronger than PVB, and
laminated glass entered a still-unfolding era of new applications
and expanded design performance.
According to Dr. Stephen J. Bennison, Senior Research Scientist
at DuPont, "Many structural engineers involved in the
design of glass structures have readily embraced the performance
benefits of the new structural interlayer." But, he said,
"The advances in the laminated safety glass industry
are often underestimated. There is a great deal of R&D
going on that is related to extending interlayer performance
beyond what PVB can do."
The interlayer imparts superior strength and stiffness without
increasing overall laminate thickness. This strength benefit
is so significant that glass panels may not need to be supported
in the conventional four-sided manner anymore, enhancing the
use of glass as a structural element. Laminated glass with
advanced polymer interlayers is less sensitive to moisture
on the edge and appears ultra clear, especially in combination
with low iron glasses.
Battering winds
One of the most vivid examples of the use of advanced polymer
interlayers in laminated glass applications is meeting strict
requirements for hurricane resistance. The Wilkie D. Ferguson
United States Courthouse in Miami [Figure 1], designed by
Arquitectonica and the Miami office of Helmut, Obata + Kassabaum
(HOK) and completed in 2005, is a leading example of the need
for strength in key glass elements. The $163 million, 14-story,
577,000-square-foot facility is adjacent to six courthouse-related
buildings constructed between 1910 and 1975 in a downtown
area covering two blocks. The new building houses 14 courtrooms,
16 chambers for the U.S. District Court, space for the U.S.
Marshals Service, the federal public defender, the U.S. attorney,
and the building's owner, the General Service Administration.
The primary architectural feature is comprised of two limestone
towers, said to represent the two sides to every argument,
connected by a single, curved glass prism that houses the
public circulation and waiting spaces. The breezeway marks
the entrance to the new courthouse and the entire two-block
campus, and it needed to be light and open and transparent.
But it also needed to be strong.

Wilkie D. Ferguson,
Jr. U.S. Courthouse, Miami, Florida.
The structural glass interlayer provides combined
benefits of blast and hurricane protection.
Architects: Arquitectonica and HOK, Miami.
Photo credit: Julio España, Arquitectonica
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The interior atrium prism is about 130 feet tall, starting
at the seventh floor and terminating in a skylight at the
top of the structure. The design team conducted wind-tunnel
studies using a scaled mock-up of the building to establish
wind loads and impact that were to be accommodated on each
part of the exterior wall system. As a result, the building
envelope uses laminated glass with a structural interlayer
to provide greater strength and to protect against large storms.
The design challenge was met in the context of evolving building
codes and strict standards for withstanding hurricanes in
regions of the country most prone to catastrophic weather.
Tests for missile impact and pressure cycling are spelled
out in the Florida Building Code, which includes the high
velocity wind zone that applies to Miami Dade and Broward
counties. ASTM test method E1886, Standard Test Method for
Performance of Exterior Windows, Curtain Walls, Doors, and
Impact Protective Systems Impacted by Missile(s) and Exposed
to Cyclic Pressure Differentials is referenced in both the
Florida Building Code and the International Residential and
Building Codes.
The large missile impact test, consisting of a 9 lb. 2"
x 4" fired from an air cannon at 50 feet per second,
is conducted for areas of the building below 30 feet. The
small missile impact test consists of a two-gram steel ball
fired from an air cannon at 130 feet per second, and is conducted
for elevations above 30 feet. Either missile impact test is
followed by 9000 cycles of positive and negative pressure;
additional tests for air, water, and structural integrity
are required for product certification.
According to the 2004 Florida Building Code, all Florida
counties within the 110-150 - m.p.h. wind zones as defined
by American Society of Civil Engineering ASCE 7-98, have mandatory
impact standards. With the adoption of the 2000 International
Residential and Building Codes, other states have begun to
enforce windborne debris protection requirements in windows.
Following Hurricane Wilma in October 2005, a commission of
glass-industry experts surveyed the damage in Miami-Dade and
Fort Lauderdale, Fla. They reported that several high-rise
buildings had sustained glass-related damage from the hurricane.
The buildings with blown out glass used tempered or insulating
glass, rather than laminated glass installed in certified
window systems. Buildings that were constructed with impact
resistant glazing systems withstood Wilma's 120-mile-per-hour
winds.
Facing the terror threat
Hurricane resistance was not the only benefit to using laminated
glass with enhanced polymer interlayers, at the Miami courthouse
and indeed at federal facilities across the country. The other
major consideration was protection against the blasts of a
terrorist's bomb.
In 1998, terrorists bombed the U.S. embassies in Nairobi,
Kenya, and Dar es Salaam, Tanzania. One hundred ninety-seven
people were killed and over 5,000 people were injured, many
from flying glass shards. To combat a growing wave of terrorist
attacks and to protect U.S. embassies abroad, the U.S. State
Department began an estimated $21 billion embassy construction
program the following year.
The State Department recognized the advantages of the advanced
polymer interlayer over PVB interlayer to provide retention
and resist tearing under high pressures, impulse loading typically
associated with truck bombs. The interlayer was incorporated
into structural muntin windows intended for use in embassies.
These new blast windows utilize steel elements behind the
glazing to give the appearance of true divided lites. A characteristic
of this window system is that it exhibits substantial deformation
at allowable design loads and effectively absorbs the blast
energy.
While PVB interlayers are effective in laminates requiring
lower levels of blast resistance, the stiff, advanced polymer
interlayer has the ability to increase blast mitigation capacity
of laminated glass facades. This benefit is derived from its
increased polymer tear energy. In addition, attachments can
be integrated into the laminate during or after laminating
that adhere well to the interlayer and can allow secure attachment
of the laminate to the frame, maximizing the full membrane
strength of the glazing element.
From security to design
The focus of the use of laminated glass with advanced polymer
interlayers at courthouses and in new embassy construction
is on safety and security in the context of natural and man-made
disasters. But laminated glass with an advanced polymer interlayer
is becoming a key solution in expanding design innovation
with glass. Some of these solutions incorporate energy efficiency
goals and "green" design strategies such as the
greater use of daylighting.

Shanghai Oriental
Arts Center, Shanghai, China
Metal mesh screens were laminated between
structural interlayers to provide glare reduction
and daylighting benefit. Architect: Aeroports
de Paris, Paris
Photo credit: Paul Andreu architects |
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The Shanghai Oriental Arts Center in China, completed in
2004, and designed by Paul Andreu, chief architect of Aeroports
de Paris, is Shanghai's new cultural center [Figure 2].
The complex includes three halls: a 2,000-seat symphony hall,
a 1,100-seat opera hall, and a 300-seat auditorium. It also
features assorted public facilities, including music shops,
a restaurant, and an arts library.
For the design concept, the architect wanted the building
to glow at night. The design consists of large panels of perforated,
galvanized steel metal encapsulated in laminated glass for
the façade to create a shimmering effect. The metal
featured varying sizes of holes and spacings to reduce solar
heat gain and for aesthetics. Laminated safety glass was used
for the façade, and the structural interlayer was chosen
because it was compatible with the metal and provided all
of the desired strength and security features.
The design team cited four reasons for using the material.
First, the structural integrity provides high rigidity and
strength of the stiff interlayer. Second, the interlayer demonstrated
no edge delamination after many years of exposure to very
humid conditions. Third, the structural interlayer provided
an effective ultraviolet (UV) barrier that prevents the aging
and discoloration of fabrics and fibers. Lastly, laminated
glass provided the optimum light transmission of any material
tested.
The structural interlayer provides the necessary additional
strength required to accommodate the dominant bending stresses
in the construction. The glass construction is 12 mm heat-soaked
fully-tempered glass + 1.52 mm structural interlayer + 0.5
mm perforated metal sheet + 1.52 mm structural interlayer
+ 15 heat-soaked fully tempered glass. The polymer flowed
well during laminating, allowing it to completely fill in
the holes in the metal mesh. The panel design was minimally
supported and attached to one glass ply only, which allowed
for a smooth outer glass skin. Most importantly, the structural
properties of the interlayer allow the thinnest, strongest
design of such a laminate.
According to Andreu, functionally and visually, the space
links the auditoriums to the city, which are visible from
the surrounding landscape.
Snowy loads
A structural interlayer was essential to bringing light into
the Yorkdale Shopping Centre [Figure 3, Figure 4]. Originally
built in 1964, the mall was once the largest enclosed shopping
center in the world, but after 2000, it needed an upgrade.
MMC International Architects Ltd. of Toronto renovated the
mall with the addition of a 60-foot-high, barrel-vaulted atrium
of laminated glass, running 300 feet in length, and soaring
above an 180,000-square-foot portion of the mall. The architect
wanted to create an uncluttered sense of being outside.

Yorkdale Mall,
Toronto, Canada.
Laminated glass with advanced polymer interlayers
enabled a bolted-glass system to meet snow
load requirements, resulting in a thinner,
lighter skylight system.
Architect: MMC International Architects Ltd.,
Toronto
Photo credit: Barbara Stoneham, MMC International
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Without the structural interlayer, a heavier steel truss
or membrane support system would have been required, that
would have altered the design concept.
"This application required laminated glass due to the
fact that the glass is an overhead application," said
John Kooymans, a structural engineer at the engineering firm
Halcrow Yolles, based in Toronto and London. "The code
requires the glazing design incorporate a provision for preventing
broken glass from falling. Laminating the glass is the preferred
method when transparency is critical in the design application."
The laminated glass used in the mall contains a structural
interlayer that is roughly 35 percent thinner and lighter
than other laminated glass, including those made with traditional
PVB. While thinner and lighter, it still perseveres through
Toronto's harsh climate of freezing winter temperatures
that often fall below negative 20 degrees centigrade, and
continuous months of thick, heavy ice and snow.
The snow load specification was 65 lbs. per square foot.
The structural interlayer demonstrated excellent edge stability,
which helps the glass construction to bear heavier loads at
the sides, where the barrel-vaulted roof meets the walls,
and where the glass construction needs to be strongest. In
addition, the structural interlayer offers better long-term
edge performance. The overall glass construction is thinner,
more affordable and more transparent.
A bridge of strength
The three-year, $120 million Chattanooga waterfront redevelopment
project was an ambitious one [Figure 5]. The plan called for
a joining together of the Hunter Museum of Art, the Tennessee
Aquarium and a new spacious riverside park, creating a desirable
and functional recreational area. Although the Hunter Museum
is only three blocks from the Aquarium, steep steps and narrow
streets had made the area inaccessible to many and daunting
to most.
What was needed was clearly an elegant pedestrian bridge
to link the different areas. The result was Holmberg Pedestrian
Bridge, a 200-foot-long glass structure that incorporates
the themes of both art and the waterside location, all 50
feet above traffic.
"We were challenged to create a bridge that complemented
the existing Walnut Street Bridge-a historic steel truss
walkway that led pedestrians to the river-but also one
that was a sculpture on its own," said Ray Boaz, partner
in the Chattanooga firm Derthick Henley & Wilkerson Architects.
"Therefore, we needed to make the bridge as thin and
open as possible to maximize views and that's where glass
came into play." According to Boaz, the material was
eagerly accepted by the client, the City of Chattanooga. The
added challenge -a glass bridge-was a first for
the firm and the city.

Yorkdale Mall,
Toronto, Canada
The structural interlayer promotes good edge
stability, enabling the laminated glass to
bear heavier loads. Architect: MMC International
Architects Ltd., Toronto
Photo credit: Chris Brown, MMC International
Architects |
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In order to determine the proper structural tolerances, the
design team worked closely with interlayer specialists to
effectively provide the proper support without over-designing
the project. The final product supports more than 300 people
and features two distinct finishes that allow pedestrians
to chose their path-either a translucent one that obscures
the traffic below or a transparent path that provides an experience
of walking on air. The walking surface has been treated with
a textured traction layer to assure that it is skid-proof
and safe.
"It was a lot easier than I thought it would be,"
said Boaz, who used a new strength calculator (below) to determine
the maximum glass stress under load, laminate deflection,
effective laminate thickness and time and temperature behavior
for the bridge.
Boaz advises other architects to work closely with both their
structural engineer and interlayer manufacturers. "Once
you understand the tolerances and characteristics, working
with the glass isn't a whole lot different than working
with any other material. Jump into it-it has a lot of
exciting possibilities," he said.

Holmberg Pedestrian
Bridge, Chattanooga, Tennessee
The use of laminated glass with advanced polymer
interlayers allowed strength and transparency
in this key waterfront redevelopment project.
Architect: Derthick Henley & Wilkerson
Architects, Chattanooga
Photo Joe Hailey, Ross Glass |
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Clearly, laminated glass has come a long way since that French
chemist knocked over a bottle and saw the cohesive benefits
of the substance that would become known as the interlayer-first
PVB, and now advanced polymer interlayers that extend and
enhance performance. Laminated glass can now be stronger,
thinner, and more transparent than, scientists could have
imagined only a few decades ago. As more design professionals
investigate the uses of laminated glass with advanced polymer
interlayers or structural interlayers, innovation and new
applications are certain to follow.
Glass Laminating
Solutions |
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Operating worldwide, DuPont Glass
Laminating Solutions, E.I. du Pont de Nemours and
Company provides improved personal safety, property
protection, public security, energy efficiency and
sustainable development through the use of laminated
safety glass. From storm protection to life-saving
accident and injury prevention, science-based products
and services from DuPont Glass Laminating Solutions
are helping people everywhere enjoy safer, healthier,
more comfortable lives, while conserving energy
and enjoying the view. DuPont was a founding company
involved in the development of the laminated safety
glass industry and remains a leading innovator in
this field, offering the world's broadest range
of traditional and specialty-performance interlayer
technologies. |
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Assessing strengths
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Industry specialists have developed
a strength calculator to evaluate laminated glass
deflection for one- and two-sided simple support
conditions. These types of support conditions might
be used in many different applications, such as
balustrades, flooring, skylights, and facades. Two
different scenarios for loads can be assessed -
a line load or uniform load. These scenarios can
be applied separately or in combination. The information
needed for this calculator includes the following:
- Support type (one- or two-sided)
- Type of load (line or uniform, applied separately
or in combination)
- Load magnitude
- Load duration (estimation of how long the
load would be applied)
- Laminate dimensions
- Glass type (annealed, heat strengthened, tempered)
- Glass edge finish (clean-cut, seamed, polished)
- Upper use temperature (indoor/outdoor)
When these criteria have been entered in the
web-based interactive tool, the values for glass
stress, deflection and effective thickness are
estimated. A slide-bar at the bottom of the screen
can be moved to select different glass thickness
values. The calculator is based on glass design
principles embodied in standards that address
glass strength, including American Society of
Testing and Materials Association E1300, Standard
Practice for Determining Load Resistance of Glass
in Buildings, and prEN 13474, the developing norm
published through the European Association of
Flat Glass Manufacturers.
The tool compares values between a structural
interlayer and PVB interlayer for different scenarios.
In some situations, lower deflection and greater
glass strength can be achieved with the use of
the structural interlayer due to the slightly
stiffer nature of the interlayer. The strength
calculator helps users consider the relative influence
of common laminated glass design variables, but
final specifications for laminated glass used
in construction projects should always be confirmed
by qualified design professionals.
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Green benefits
The designers of the new global headquarters for the energy
giant Endesa in Madrid used laminated glass with structural
or advanced polymer interlayers for a unique glass flat roof,
in an example of deriving maximum energy efficiency, sustainability
and a striking design.
The 32,300 square-foot roof tops a huge glass atrium that
uses a natural ventilation system. The London office of the
New York-based architectural firm Kohn Pederson Fox worked
with Rafael de La-Hoz Arquitectos on the project, which brought
together 1,300 employees previously scattered across several
Madrid locations. The client sought climate control for maximum
comfort and as much natural daylight as possible.
The design was based on the Spanish tradition of an internal
shaded patio or courtyard, but updated for a modern solution
and today's business environment, said Cristina Garcia,
senior associate partner at KPF. The atrium, which acts as
transition and social interaction space and serves as a buffer
between the external environment and the thermally controlled
office space, had to provide daylight but also energy efficiency
in an environmentally responsible manner.
"Glass was the only way to get this big, central space
to work aesthetically," said Garcia. "Yet the glass
could obviously only be used if it was totally safe. There
could be no risk under any circumstances of panes of glass
falling out onto the people in the lobby."
The construction required exceptional strength and rigidity,
in a trapezoidal shape rather than a domed or double-point
(triangular) construction. It is believed to be the first
time such a large suspended low-slope, single-pitch roof has
been built entirely with glass.
A traditional PVB interlayer would have deflected under the
accumulated load of such a large roof, Garcia said. The solution
was to use the new advanced interlayer to provide enough strength
so the suspended laminated glass could be fixed, with a series
of drilled points, to a steel grid.
The roof bears stresses including maintenance workers walking
on it to clean it, heavy winds and snow loads. If individual
panes break, the interlayer keeps the panels intact and adhered
to the rest of the structure. The interlayer retains strength
even in intense summer heat.
Glossary of Terms
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Safety glass:
Architectural glass, such as tempered or laminated
glass, that minimizes cutting or piercing injuries
in the event of breakage.
Laminated glass:
Architectural glass made with two pieces of glass
bonded together by an interlayer material.
Interlayer: The
substance that goes between two sheets of glass
to form that composite.
PVB: Polyvinyl
butyral, the traditional plasticized interlayer
used to bond laminated glass.
Advanced polymer or structural interlayer: Stiff,
non-plasticized interlayer with 100 times the
stiffness and 5 times the tear resistance of PVB.
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Seismic innovations
A passageway in Seattle's new City Hall was envisioned
as a "transposed strip of water" for City Council
members to traverse. The idea was well-received although the
common response was, "Great idea! But how will you do
it?" according to Choon Choi, designer at James Carpenter
Design Associates. "It took us three years to figure
out how the structural glazing on the floor could act as a
safe structural member instead of an infill member in this
building in the seismically challenged town of Seattle."
James Carpenter's "Blue Glass Passage," a
laminated glass bridge with fully exposed edges and a striking
cobalt color that member use to enter the chamber, was made
possible by a structural interlayer that allowed aluminum
inserts to be incorporated directly into the structure's
floor.
The 20-meter passageway links the chambers and offices and
floats above the main lobby area of City Hall, which was designed
by Bohlin, Cywinski, Jackson in association with Basetti Architects,
both of Seattle. The floor of the bridge was always conceived
as being in blue glass, as a visual association with Puget
Sound.
"This bar of captured light, floating through the lobby,
silhouettes and presents the activities and movements of the
people within the building to the city passers-by below,"
said Carpenter. While light penetrates its surface, people
or objects on the bridge are seen only as shadows by anyone
standing below.
James O'Callaghan, senior associate at structural engineering
firm Dewhurst Macfarlane and Partners of London and New York,
said that the structural interlayer allowed laminating metallic
inserts into glass panels, opening up many possibilities in
terms of concealed fixtures. Weaving the interlayer into the
blue glass bridge eliminated the need for cumbersome fixtures,
he said.
The structure of the bridge owes its integrity entirely to
the action of the glass floor and its interaction with the
glass guardrail. The glass floor spans seven feet between
two stainless steel rails, which in turn are supported by
hangers on either side. Visibility from the leaning plate
side of the bridge was maximized by the subtle spacing of
the hangers at every 10 feet on center. The five-feet-wide
glass panels have an intermediate support via the laminated
glass guardrail acting as a beam between the hanger rods.
The floor panels are interlocked to one another using the
continuity of the stainless steel rails and the laminated
aluminum channels set in the floor glass.
"The interrelationship between the glass panels is critical
for lateral, seismic and gravitational loading cases,"
O'Callaghan said. "Clearly, with this level of reliance
and the very public location of the structure, redundancy
in the panels is a vital design feature."
Carpenter also worked with an advanced polymer or structural
interlayer in creating dome ceilings over a courtroom and
atrium in the new federal courthouse in Phoenix by architect
Richard Meier of Richard Meier and Partners. The courtroom
won the National Design Award for 1999, and Carpenter won
a design excellence award from the General Services Administration
as well.
The ceilings act as a lens serving both structural and light
purposes. "It gathers and redeems daylight and redistributes
it throughout the building," Carpenter said. The laminated
glass ceiling also serves an acoustic future. Sound is distributed
evenly under the dish-shaped ceiling, whereas traditional
dome-shaped atria tend to carry sound away.
The lowest layer of the lens is hanging purely by its adhesion
to the structural interlayer, which continues out beyond trapezoidal
glass panes to form tabs for drilling. These are used as structural
members to support the roof and act as buffers in the case
of seismic loading, fulfilling safety requirements for overhead
glazing and the sense of openness that Meier sought.
"We wanted to introduce some ‘softness' into
the system and a corner tab fixing detail allowed us to do
just that," said Matt King of the structural engineering
firm Ove Arup, part of the courthouse team. "Instead
of rigidly joining the pieces of glass together, the tabs
will ‘give' in the event of an earthquake −
they quite literally act as shock absorbers."