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Curtain wall (architecture)

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751: 545:, a small amount of controlled water on the interior is deemed acceptable. Controlled water penetration is defined as water that penetrates beyond the inner most vertical plane of the test specimen, but has a designed means of drainage back to the exterior. AAMA Voluntary Specifications allow for controlled water penetration while the underlying ASTM E1105 test method would define such water penetration as a failure. To test the ability of a curtain wall to withstand water penetration in the field, an ASTM E1105 water spray rack system is placed on the exterior side of the test specimen, and a positive air pressure difference is applied to the system. This set up simulates a wind driven rain event on the curtain wall to check for field performance of the product and of the installation. Field quality control and assurance checks for water penetration has become the norm as builders and installers apply such quality programs to help reduce the number of water damage litigation suits against their work. 39: 474:. This means that over the span of a couple of floors, the curtain wall will expand and contract some distance, relative to its length and the temperature differential. This expansion and contraction is accounted for by cutting horizontal mullions slightly short and allowing a space between the horizontal and vertical mullions. In unitized curtain wall, a gap is left between units, which is sealed from air and water penetration by gaskets. Vertically, anchors carrying wind load only (not dead load) are slotted to account for movement. Incidentally, this slot also accounts for live load deflection and 27: 562:
are designed to limit deflection of the glass (which may break under excessive deflection), and to ensure that the glass does not come out of its pocket in the mullion. Deflection limits are also necessary to control movement at the interior of the curtain wall. Building construction may be such that there is a wall located near the mullion, and excessive deflection can cause the mullion to contact the wall and cause damage. Also, if deflection of a wall is quite noticeable, public perception may raise undue concern that the wall is not strong enough.
101: 131: 963: 999:, which is a gap between the floor and the curtain wall, is essential to slow the passage of fire and combustion gases between floors. Spandrel areas must have non-combustible insulation at the interior face of the curtain wall. Some building codes require the mullion to be wrapped in heat-retarding insulation near the ceiling to prevent the mullions from melting and spreading the fire to the floor above. The firestop at the perimeter slab edge is considered a continuation of the 120: 674: 607: 566:
given curtain wall is anchored at 12-foot (144 in) floor heights. The allowable deflection would then be 144/175 = 0.823 inches, which means the wall is allowed to deflect inward or outward a maximum of 0.823 inches at the maximum wind pressure. However, some panels require stricter movement restrictions, or certainly those that prohibit a torque-like motion.
1027:. The fire leapfrogged up the tower by shattering the glass and then consuming the aluminum framing holding the glass. Aluminum's melting temperature is 660 °C, whereas building fires can reach 1,100 °C. The melting point of aluminum is typically reached within minutes of the start of a fire. 953:
Most curtain wall glazing is fixed, meaning that there is no access to the exterior of the building except through doors. However, windows or vents can be glazed into the curtain wall system as well, to provide required ventilation or operable windows. Nearly any window type can be made to fit into a
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Deflection limits are typically expressed as the distance between anchor points divided by a constant number. A deflection limit of L/175 is common in curtain wall specifications, based on experience with deflection limits that are unlikely to cause damage to the glass held by the mullion. Say that a
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is provided in an area where mechanical equipment located inside the building requires ventilation or fresh air to operate. They can also serve as a means of allowing outside air to filter into the building to take advantage of favorable climatic conditions and minimize the usage of energy-consuming
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in an aluminum mullion compared to a similar steel section under a given load. Building specifications set deflection limits for perpendicular (wind-induced) and in-plane (dead load-induced) deflections. These deflection limits are not imposed due to strength capacities of the mullions. Rather, they
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timber structures effectively had an early version of curtain walls, for their frames supported loads that allowed the walls themselves to serve other functions, such as keeping weather out and allowing light in. When iron began to be used extensively in buildings in late 18th-century Britain, such
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are often referred to as "high-performance" curtain walls. While these curtain wall systems are more energy-efficient than older, single-glazed versions, they are still significantly less efficient than opaque (solid) wall construction. For example, nearly all curtain wall systems, thermally-broken
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principle theorizes that equilibrium of air pressure between the outside and inside of the "rainscreen" prevents water penetration into the building. For example, the glass is captured between an inner and an outer gasket in a space called the glazing rebate. The glazing rebate is ventilated to the
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Stainless steel curtain walls require no coatings, and embossed, as opposed to abrasively finished, surfaces maintain their original appearance indefinitely without cleaning or other maintenance. Some specially textured matte stainless steel surface finishes are hydrophobic and resist airborne and
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required to keep deflection limits under the specification. Another way to limit deflections in a given section is to add steel reinforcement to the inside tube of the mullion. Since steel deflects at one-third the rate of aluminum, the steel will resist much of the load at a lower cost or smaller
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Since the curtain wall is at the exterior of the building, it becomes the first line of defense in a bomb attack. As such, blast resistant curtain walls are designed to withstand such forces without compromising the interior of the building to protect its occupants. Since blast loads are very high
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is defined as the weight of structural elements and the permanent features on the structure. In the case of curtain walls, this load is made up of the weight of the mullions, anchors and other structural components of the curtain wall, as well as the weight of the infill material. Additional dead
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thermoset coatings have good resistance to environmental degradation and require only periodic cleaning. Recoating with an air-dry fluoropolymer coating is possible but requires special surface preparation and is not as durable as the baked-on original coating. Anodized aluminum frames cannot be
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Very similar to a stick system, a ladder system has mullions which can be split and then either snapped or screwed together consisting of a half box and plate. This allows sections of curtain wall to be fabricated in a shop, effectively reducing the time spent installing the system onsite. The
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Curtain walls and perimeter sealants require maintenance to maximize service life. Perimeter sealants, properly designed and installed, have a typical service life of 10 to 15 years. Removal and replacement of perimeter sealants require meticulous surface preparation and proper detailing.
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Unitized curtain walls entail factory fabrication and assembly of panels and may include factory glazing. These completed units are installed on the building structure to form the building enclosure. Unitized curtain wall has the advantages of: speed; lower field installation costs; and
598:. This often affects the selection of materials and sizes for design of the system. The allowable bending strength for certain aluminum alloys, such as those typically used in curtain wall framing, approaches the allowable bending strength of steel alloys used in building construction. 779:. 1/4 inch glass is typically used only in spandrel areas, while insulating glass is used for the rest of the building (sometimes spandrel glass is specified as insulating glass as well). The 1 inch insulation glass is typically made up of two 1/4-inch lites of glass with a 261:
or glazing tape were substituted for the glazing compound. Some designs included an outer cap to hold the glass in place and to protect the integrity of the seals. The landmarks of curtain wall design as it came to dominate construction were the very different systems used by the
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in Oklahoma City, Oklahoma, has spawned much of the current research and mandates in regards to building response to blast loads. Currently, all new federal buildings in the U.S. and all U.S. embassies built on foreign soil must have some provision for resistance to bomb blasts.
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and wind induced building sway because of the space provided between the glazing infill and the mullion. In tests, standard curtain wall systems are typically able to withstand up to three inches (76 mm) of relative floor movement without glass breakage or water leakage.
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compartments to avoid fire and smoke migrations beyond each engaged compartment. A curtain wall by its very nature prevents the completion of the compartment (or envelope). The use of fire sprinklers has been shown to mitigate this matter. As such, unless the building is
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offer the unique advantage of being able to be easily extruded into nearly any shape required for design and aesthetic purposes. Today, the design complexity and shapes available are nearly limitless. Custom shapes can be designed and manufactured with relative ease. The
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Thin blocks (3 to 4 inches (76 to 102 millimetres)) of stone can be inset within a curtain wall system. The type of stone used is limited only by the strength of the stone and the ability to manufacture it in the proper shape and size. Common stone types used are:
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as the earliest such building. The extensive glass walls allowed light to penetrate further into the building, utilizing more floor space and reducing lighting costs. Oriel Chambers comprises 43,000 sq ft (4,000 m) set over five floors without an
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study is performed on large or unusually-shaped buildings. A scale model of the building and the surrounding vicinity is built and placed in a wind tunnel to determine the wind pressures acting on the structure in question. These studies take into account
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Deflection in curtain wall mullions also differs from deflection of the building structure, whether concrete, steel, or timber. Curtain wall anchors must be designed to allow differential movement between the building structure and the curtain wall.
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to support large loads. The exterior walls could be non-load bearing, and thus much lighter and more open than load-bearing walls of the past. This gave way to increased use of glass as an exterior façade, and the modern-day curtain wall was born.
276:'s curtain wall is one of the most important aspects of his architectural design. Mies first began prototyping the curtain wall in his high-rise residential building designs along Chicago's lakeshore, achieving the look of a curtain wall at 280:. He finally perfected the curtain wall at 900–910 Lake Shore Drive, where the curtain is an autonomous aluminum and glass skin. After 900–910, Mies's curtain wall appeared on all of his subsequent high-rise building designs, including the 633:
of the curtain wall. However, since the thermal break interrupts the aluminum mullion, the overall moment of inertia of the mullion is reduced and must be accounted for in the structural analysis and deflection analysis of the system.
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refers to the large panels that are inserted into the curtain wall between mullions. Infills are typically glass but may be made up of nearly any exterior building element. Some common infills include metal panels, louvers, and
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is the air which passes through the curtain wall from the exterior to the interior of the building. The air is infiltrated through the gaskets, through imperfect joinery between the horizontal and vertical mullions, through
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blowing on the building. Wind pressure is resisted by the curtain wall system since it envelops and protects the building. Wind loads vary greatly throughout the world, with the largest wind loads being near the coast in
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are not typically an issue in curtain walls, since curtain walls are designed to be vertical or slightly inclined. If the slope of a wall exceeds 20 degrees or so, these loads may need to be considered.
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exterior so that the pressure on the inner and outer sides of the outer gasket is the same. When the pressure is equal across this gasket, water cannot be drawn through joints or defects in the gasket.
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Thermal conductivity of the curtain wall system is important because of heat loss through the wall, which affects the heating and cooling costs of the building. On a poorly performing curtain wall,
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of heat. This translates into high heat loss through aluminum (or steel) curtain wall mullions. There are several ways to compensate for this heat loss, the most common way being the addition of
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construction (providing a dark enclosed space behind the transparent or translucent glass). Shadow box construction creates a perception of depth behind the glass that is sometimes desired.
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curtain wall in California, designed by architectural firm Hornberger and Worstel and developed by JMI Realty, is an example of a unitized curtain-wall system with integrated sunshades.
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is an exterior covering of a building in which the outer walls are non-structural, instead serving to protect the interior of the building from the elements. Because the curtain wall
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rain-borne pollutants. This has been valuable in the American Southwest and in the Mideast for avoiding dust, as well as avoiding soot and smoke staining in polluted urban areas.
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systems. Curtain wall systems can be adapted to accept most types of louver systems to maintain the same architectural sightlines and style while providing desired functionality.
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within the building. However, glass also makes the effects of light on visual comfort and solar heat gain in a building more difficult to control. Other common infills include
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Curtain walls may be designed as "systems" integrating frame, wall panel, and weatherproofing materials. Steel frames have largely given way to aluminum extrusions.
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Deflection in mullions is controlled by different shapes and depths of curtain wall members. The depth of a given curtain wall system is usually controlled by the
530:(AAMA) is an industry trade group in the U.S. that has developed voluntary specifications regarding acceptable levels of air infiltration through a curtain wall. 510:, which is meant to break but not separate from the mullions. Similar technology is used in hurricane-prone areas for impact protection from wind-borne debris. 1452: 1447: 1016:, fire may still travel up the curtain wall, if the glass on the exposed floor is shattered from heat, causing flames to lick up the outside of the building. 343:
within an interior climate-controlled environment. The economic benefits are typically realized on large projects or in areas of high field labor rates.
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Accidental explosions and terrorist threats have brought on increased concern for the fragility of a curtain wall system in relation to blast loads.
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glass is used in areas to hide a column or spandrel beam or shear wall behind the curtain wall. Another method of hiding spandrel areas is through
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is defined as water passing from the exterior of the building to the interior of the curtain wall system. Sometimes, depending on the building
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The loads imposed on the curtain wall are transferred to the building structure through the anchors which attach the mullions to the building.
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A curtain wall system must be designed to handle all loads imposed on it as well as keep air and water from penetrating the building envelope.
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Fireman knock-out glazing panels are often required for venting and emergency access from the exterior. Knock-out panels are generally fully
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is typically used for infill because it can reduce construction costs, provide an architecturally pleasing look, and allow natural light to
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glass in a curtain wall. Spandrel or vision glass may also contain translucent glass, which could be for security or aesthetic purposes.
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is by far the most common curtain wall glazing type. It can be manufactured in an almost infinite combination of color, thickness, and
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of the floor slab. The curtain wall itself, however, is not ordinarily required to have a rating. This causes a quandary as
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drawbacks of using such a system is reduced structural performance and visible joint lines down the length of each mullion.
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Relative to other building components, aluminum has a high heat transfer coefficient, meaning that aluminum is a very good
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and movement and design requirements such as thermal expansion and contraction; seismic requirements; water diversion; and
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values. In Europe, triple-pane insulating glass infill is now common. In Scandinavia, the first curtain walls with
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Historically, buildings were constructed of timber, masonry, or a combination of both. Their exterior walls were
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Unlike storefront systems, curtain wall systems are designed to span multiple floors, taking into consideration
1289:"Minimum Design Loads for Buildings and Other Structures," American Society of Civil Engineers, 2005; Chapter 7 1280:"Minimum Design Loads for Buildings and Other Structures", American Society of Civil Engineers, 2005; Chapter 6 699: 1104: 1479: 917: 904:. To reduce weight and improve strength, the natural stone may be attached to an aluminum honeycomb backing. 185:
were built, the building blocks of structural understanding were laid for the development of curtain walls.
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glass to allow full fracturing of the panel into small pieces and relatively safe removal from the opening.
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High Performance Window Systems and their Effect on Perimeter Space Commercial Building Energy Performance
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Falling glass can endanger pedestrians, firefighters and firehoses below. An example of this is the 1988
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may form on the interior of the mullions. This could cause damage to adjacent interior trim and walls.
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beyond its own dead load weight, it can be made of lightweight materials. The wall transfers lateral
1298:"Design of Buildings to Resist Progressive Collapse," UFC 4-023-03, U.S. Department of Defense, 2009 921: 684: 558: 273: 212: 1307:
Testing is typically conducted by an independent third party agency using the ASTM E-783 standard.
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loads imposed on the curtain wall may include sunshades or signage attached to the curtain wall.
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and built in 1864, it is the world's first building to feature a metal-framed glass curtain wall.
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upon it to the main building structure through connections at floors or columns of the building.
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or otherwise, have a U-value of 0.2 or higher, which is equivalent to an R-value of 5 or lower.
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was attached to the mullions with asbestos- or fiberglass-modified glazing compound. Eventually
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in a curtain wall system are limited to the interstory drift induced on the building during an
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The vast majority of ground-floor curtain walls are installed as long pieces (referred to as
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Larger thicknesses are typically employed for buildings or areas with higher thermal,
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McGuire, Michael F., "Stainless Steel for Design Engineers", ASM International, 2008.
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An early example of an all-steel curtain wall used in the classical style is the
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inch (13 mm) airspace. The air inside is usually atmospheric air, but some
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Metal panels can take various forms including stainless steel, aluminum plate;
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consisting of two thin aluminum sheets sandwiching a thin plastic interlayer;
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loads with short durations, the curtain wall response should be analyzed in a
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are induced in a curtain wall system because aluminum has a relatively high
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around corners and the effects of surrounding topography and buildings.
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panels. Infills are also referred to as spandrels or spandrel panels.
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is about one-third that of steel. This translates to three times more
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One of the disadvantages of using aluminum for mullions is that its
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testing performed prior to design completion and installation.
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Yeomans, David (1998). "The pre-history of the curtain wall".
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Glass curtain wall on the hotel Andaz in Singapore at sunset
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for cost-effective heating, cooling, and interior lighting.
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European Commission's portal for efficient Curtain Walling
629:(PVC). These breaks provide a significant decrease in the 401:
is a normal force acting on the building as the result of
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Understanding Curtain Wall & Window Wall differences
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Thermally-broken mullions with double- or triple-glazed
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inch (6.4 mm) monolithic and 1 inch (25 mm)
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For the defensive walls around castles and towns, see
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Some of the first curtain walls were made with steel
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Curtain walls are also used on residential structures
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The bombing of the Alfred P. Murrah Federal Building
648:is provided in spandrel areas to provide a higher 1394:"Technical Report, Interstate Bank Building Fire" 414:specify the required design wind loads. Often, a 351:A common feature in curtain wall technology, the 1466: 1271:2006 International Building Code, Section 1602.1 528:American Architectural Manufacturers Association 478:in the floor slabs of the building structure. 1319:Window systems for high-performance buildings 1448:EN 13830: Curtain Walling - Product Standard 1316: 855:, or opaque, or in varying degrees thereof. 702:. Unsourced material may be challenged and 410:-prone regions. For each project location, 1386: 820:requirements, such as laboratory areas or 1178: 1176: 1046:Aluminum frames are generally painted or 1037: 722:Learn how and when to remove this message 303: 1350:Lee, Ivan Yun Tong (29 September 2010). 961: 749: 605: 129: 118: 99: 37: 25: 16:Outer non-structural walls of a building 1453:EN 13119: Curtain Walling - Terminology 1182: 1130:"Earliest curtain wall office building" 801:, may be used in order to offer better 346: 321:is typically performed at the jobsite. 1467: 1356:(MASc thesis). University of Waterloo. 1173: 1005:compartmentalization (fire protection) 239:department store on Leipziger Straße, 149:The development and widespread use of 1105:"Britain's top 10 maverick buildings" 526:, and through imperfect sealing. The 291:for mullions began during the 1970s. 111:, England. Designed by the architect 1211: 1102: 948: 844:inch (16 mm) insulating glass. 700:adding citations to reliable sources 667: 533: 506:Blast resistant glazing consists of 243:, built in 1901 (since demolished). 1349: 601: 513: 333: 278:860-880 Lake Shore Drive Apartments 13: 1321:. New York: W.W. Norton & Co. 834:inch (3.2 mm) monolithic and 359: 14: 1501: 1429: 1398:United States Fire Administration 970:insulation in point contact with 324: 81:, and operable windows or vents. 1157:. Oriel Chambers. Archived from 672: 472:coefficient of thermal expansion 308: 287:The widespread use of aluminium 1416: 1360: 1343: 1310: 1301: 1292: 874: 613:forms on the glass curtain wall 499:load analysis, with full-scale 1283: 1274: 1265: 1233: 1122: 1096: 957: 177:, and later when buildings of 1: 1103:Cuss, Helena (1 April 2016). 1089: 548: 1372:Building Science Corporation 586:Strength (or maximum usable 21:Curtain wall (fortification) 7: 1221:. janwillemsen. August 2013 1062: 1021:First Interstate Tower fire 847:Glass may be used which is 581: 264:United Nations Headquarters 10: 1506: 1317:John Carmody, ed. (2004). 931: 663: 371: 95: 18: 1441:23 September 2015 at the 914:aluminum composite panels 907: 203:, by local architect and 157:allowed relatively small 1155:"Oriel Chambers History" 1134:Guinness Book of Records 1007:is typically based upon 922:fiber-reinforced plastic 859:glass usually refers to 745: 367: 274:Ludwig Mies van der Rohe 213:Guinness Book of Records 1025:Los Angeles, California 1490:Architectural elements 1084:Copper in architecture 1038:Maintenance and repair 1001:fire-resistance rating 987: 755: 614: 571:area moment of inertia 304:Systems and principles 195:(1866), both built in 175:Ditherington Flax Mill 139: 134:Glass curtain wall of 127: 116: 43: 35: 30:A building project in 1109:Royal Academy of Arts 965: 954:curtain wall system. 803:thermal transmittance 753: 609: 555:modulus of elasticity 133: 122: 103: 41: 29: 1480:Building engineering 1185:Construction History 986:without topcaulking. 974:backban. Incomplete 918:copper wall cladding 696:improve this section 652:at these locations. 631:thermal conductivity 347:Rainscreen principle 298:Omni San Diego Hotel 252:polished plate glass 1374:. 11 September 2008 1161:on 23 November 2021 996:perimeter slab edge 980:perimeter slab edge 270:completed in 1952. 155:reinforced concrete 988: 818:sound transmission 756: 627:polyvinyl chloride 615: 183:The Crystal Palace 181:and glass such as 140: 128: 117: 90:thermal efficiency 44: 36: 1404:on 4 October 2010 1079:Quadruple glazing 1074:Insulated glazing 949:Windows and vents 822:recording studios 814:relative humidity 809:have been built. 732: 731: 724: 539:Water penetration 534:Water penetration 223:Statue of Liberty 1497: 1423: 1420: 1414: 1413: 1411: 1409: 1400:. Archived from 1390: 1384: 1383: 1381: 1379: 1364: 1358: 1357: 1347: 1341: 1340: 1314: 1308: 1305: 1299: 1296: 1290: 1287: 1281: 1278: 1272: 1269: 1263: 1262: 1260: 1258: 1252: 1245: 1237: 1231: 1230: 1228: 1226: 1215: 1209: 1208: 1180: 1171: 1170: 1168: 1166: 1151: 1145: 1144: 1142: 1140: 1126: 1120: 1119: 1117: 1115: 1100: 902:engineered stone 882:calcium silicate 843: 842: 838: 833: 832: 828: 788: 787: 783: 777:insulating glass 774: 773: 769: 727: 720: 716: 713: 707: 676: 668: 602:Thermal criteria 519:Air infiltration 514:Air infiltration 334:Unitized systems 282:Seagram Building 238: 151:structural steel 77:, metal panels, 71:penetrate deeper 1505: 1504: 1500: 1499: 1498: 1496: 1495: 1494: 1465: 1464: 1443:Wayback Machine 1432: 1427: 1426: 1421: 1417: 1407: 1405: 1392: 1391: 1387: 1377: 1375: 1366: 1365: 1361: 1348: 1344: 1329: 1315: 1311: 1306: 1302: 1297: 1293: 1288: 1284: 1279: 1275: 1270: 1266: 1256: 1254: 1253:on 4 March 2016 1250: 1243: 1239: 1238: 1234: 1224: 1222: 1217: 1216: 1212: 1181: 1174: 1164: 1162: 1153: 1152: 1148: 1138: 1136: 1128: 1127: 1123: 1113: 1111: 1101: 1097: 1092: 1065: 1040: 960: 951: 934: 910: 877: 840: 836: 835: 830: 826: 825: 785: 781: 780: 771: 767: 766: 748: 728: 717: 711: 708: 693: 677: 666: 604: 584: 551: 536: 516: 508:laminated glass 421:vortex shedding 376: 374:Structural load 370: 362: 360:Design concerns 349: 341:quality control 336: 327: 311: 306: 293:Aluminum alloys 232: 98: 56:structural load 24: 17: 12: 11: 5: 1503: 1493: 1492: 1487: 1482: 1477: 1461: 1460: 1455: 1450: 1445: 1431: 1430:External links 1428: 1425: 1424: 1415: 1385: 1359: 1342: 1327: 1309: 1300: 1291: 1282: 1273: 1264: 1232: 1210: 1172: 1146: 1121: 1094: 1093: 1091: 1088: 1087: 1086: 1081: 1076: 1071: 1064: 1061: 1039: 1036: 959: 956: 950: 947: 933: 930: 909: 906: 876: 873: 807:quadruple-pane 747: 744: 730: 729: 680: 678: 671: 665: 662: 623:thermal breaks 603: 600: 583: 580: 550: 547: 543:specifications 535: 532: 515: 512: 484: 483: 465: 464: 449: 448: 429: 428: 412:building codes 396: 395: 384: 383: 372:Main article: 369: 366: 361: 358: 348: 345: 335: 332: 326: 325:Ladder systems 323: 310: 307: 305: 302: 230:Kaufhaus Tietz 205:civil engineer 193:16 Cook Street 189:Oriel Chambers 170:balloon framed 136:Bauhaus Dessau 124:16 Cook Street 105:Oriel Chambers 97: 94: 15: 9: 6: 4: 3: 2: 1502: 1491: 1488: 1486: 1483: 1481: 1478: 1476: 1475:Types of wall 1473: 1472: 1470: 1463: 1459: 1456: 1454: 1451: 1449: 1446: 1444: 1440: 1437: 1434: 1433: 1419: 1403: 1399: 1395: 1389: 1373: 1369: 1363: 1355: 1354: 1346: 1338: 1334: 1330: 1328:0-393-73121-9 1324: 1320: 1313: 1304: 1295: 1286: 1277: 1268: 1249: 1242: 1236: 1220: 1214: 1206: 1202: 1198: 1194: 1190: 1186: 1179: 1177: 1160: 1156: 1150: 1135: 1131: 1125: 1110: 1106: 1099: 1095: 1085: 1082: 1080: 1077: 1075: 1072: 1070: 1067: 1066: 1060: 1056: 1053: 1052:fluoropolymer 1049: 1044: 1035: 1033: 1028: 1026: 1022: 1017: 1015: 1010: 1006: 1002: 998: 997: 992: 985: 981: 977: 973: 969: 964: 955: 946: 944: 939: 929: 927: 923: 919: 915: 905: 903: 899: 895: 891: 887: 883: 872: 870: 866: 862: 858: 854: 850: 845: 823: 819: 815: 810: 808: 804: 800: 796: 792: 778: 764: 760: 752: 743: 741: 736: 726: 723: 715: 705: 701: 697: 691: 690: 686: 681:This section 679: 675: 670: 669: 661: 658: 653: 651: 647: 642: 640: 635: 632: 628: 624: 620: 612: 608: 599: 597: 593: 589: 579: 575: 572: 567: 563: 560: 556: 546: 544: 540: 531: 529: 525: 520: 511: 509: 504: 502: 498: 492: 489: 481: 480: 479: 477: 473: 469: 468:Thermal loads 462: 461: 460: 457: 453: 446: 445: 444: 441: 437: 433: 432:Seismic loads 426: 425: 424: 422: 417: 413: 409: 404: 400: 393: 392: 391: 388: 381: 380: 379: 375: 365: 357: 354: 344: 342: 331: 322: 320: 316: 309:Stick systems 301: 299: 294: 290: 285: 284:in New York. 283: 279: 275: 271: 269: 265: 260: 257: 253: 249: 244: 242: 236: 231: 226: 224: 220: 215: 214: 209: 206: 202: 198: 194: 190: 186: 184: 180: 176: 171: 167: 166:Post-and-beam 163: 160: 156: 152: 147: 145: 137: 132: 125: 121: 114: 110: 106: 102: 93: 91: 87: 86:building sway 82: 80: 76: 72: 68: 63: 61: 57: 53: 49: 40: 33: 28: 22: 1485:Construction 1462: 1418: 1406:. Retrieved 1402:the original 1388: 1376:. Retrieved 1371: 1362: 1352: 1345: 1318: 1312: 1303: 1294: 1285: 1276: 1267: 1255:. Retrieved 1248:the original 1235: 1223:. Retrieved 1213: 1188: 1184: 1163:. Retrieved 1159:the original 1149: 1137:. Retrieved 1133: 1124: 1112:. Retrieved 1098: 1069:Mullion wall 1057: 1045: 1041: 1029: 1018: 1008: 994: 991:Firestopping 989: 966:Combustible 952: 935: 911: 878: 875:Stone veneer 868: 864: 860: 856: 846: 811: 757: 740:photovoltaic 734: 733: 718: 709: 694:Please help 682: 654: 643: 639:condensation 636: 616: 611:Condensation 585: 576: 568: 564: 552: 538: 537: 518: 517: 505: 493: 485: 467: 466: 463:Thermal load 451: 450: 431: 430: 427:Seismic load 398: 397: 386: 385: 377: 363: 350: 337: 328: 314: 312: 286: 272: 245: 227: 211: 187: 179:wrought iron 164: 148: 144:load-bearing 141: 83: 75:stone veneer 64: 48:curtain wall 47: 45: 1408:21 November 1257:11 December 1165:11 December 1014:sprinklered 972:sheet metal 968:polystyrene 958:Fire safety 857:Transparent 853:translucent 849:transparent 791:inert gases 759:Float glass 416:wind tunnel 268:Lever House 233: [ 208:Peter Ellis 191:(1864) and 113:Peter Ellis 54:carries no 1469:Categories 1378:9 November 1090:References 982:, made of 926:terracotta 924:(FRP) and 894:travertine 869:shadow box 793:, such as 712:April 2015 646:insulation 559:deflection 549:Deflection 524:weep holes 482:Blast load 456:live loads 452:Snow loads 436:earthquake 353:rainscreen 289:extrusions 250:, and the 153:and later 60:wind loads 1219:"History" 1197:0267-7768 898:limestone 683:does not 619:conductor 447:Snow load 408:hurricane 399:Wind load 394:Wind load 387:Dead load 382:Dead load 197:Liverpool 109:Liverpool 1439:Archived 1337:52540181 1225:15 March 1205:41601861 1139:21 April 1063:See also 1048:anodized 1032:tempered 984:rockwool 976:firestop 596:analysis 582:Strength 266:and the 259:sealants 256:silicone 248:mullions 219:elevator 993:at the 978:in the 932:Louvers 886:granite 839:⁄ 829:⁄ 799:krypton 784:⁄ 770:⁄ 763:opacity 704:removed 689:sources 664:Infills 650:R-value 574:depth. 501:mock-up 497:dynamic 440:seismic 319:glazing 201:England 159:columns 96:History 79:louvres 1335:  1325:  1203:  1195:  1191:: 74. 1114:8 July 1009:closed 938:louver 908:Panels 900:, and 890:marble 865:Opaque 861:vision 735:Infill 644:Rigid 592:design 588:stress 315:sticks 241:Berlin 173:as at 138:, 1926 52:façade 1251:(PDF) 1244:(PDF) 1201:JSTOR 816:, or 795:argon 746:Glass 476:creep 368:Loads 237:] 67:Glass 32:Wuhan 1410:2009 1380:2022 1333:OCLC 1323:ISBN 1259:2023 1227:2014 1193:ISSN 1167:2023 1141:2024 1116:2022 943:HVAC 687:any 685:cite 657:IGUs 594:and 454:and 403:wind 168:and 1023:in 797:or 698:by 1471:: 1396:. 1370:. 1331:. 1199:. 1189:14 1187:. 1175:^ 1132:. 1107:. 936:A 896:, 892:, 888:, 884:, 851:, 235:de 199:, 107:, 46:A 1412:. 1382:. 1339:. 1261:. 1229:. 1207:. 1169:. 1143:. 1118:. 841:8 837:5 831:8 827:1 786:2 782:1 772:4 768:1 725:) 719:( 714:) 710:( 706:. 692:. 23:.

Index

Curtain wall (fortification)

Wuhan

façade
structural load
wind loads
Glass
penetrate deeper
stone veneer
louvres
building sway
thermal efficiency

Oriel Chambers
Liverpool
Peter Ellis

16 Cook Street

Bauhaus Dessau
load-bearing
structural steel
reinforced concrete
columns
Post-and-beam
balloon framed
Ditherington Flax Mill
wrought iron
The Crystal Palace

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