12
case study Kyle Trepagnier Mark Mattson Brandon Johnson Kamala Farquharson Houston Astrodome

case study Houston Kyle Trepagnier Astrodome Mark Mattson Brandon …faculty.arch.tamu.edu/media/cms_page_media/4433/... · 2014-07-17 · Mark Mattson Brandon Johnson Kamala Farquharson

  • Upload
    others

  • View
    0

  • Download
    0

Embed Size (px)

Citation preview

Page 1: case study Houston Kyle Trepagnier Astrodome Mark Mattson Brandon …faculty.arch.tamu.edu/media/cms_page_media/4433/... · 2014-07-17 · Mark Mattson Brandon Johnson Kamala Farquharson

case study

Kyle Trepagnier

Mark Mattson

Brandon Johnson

Kamala Farquharson

Houston

Astrodome

Page 2: case study Houston Kyle Trepagnier Astrodome Mark Mattson Brandon …faculty.arch.tamu.edu/media/cms_page_media/4433/... · 2014-07-17 · Mark Mattson Brandon Johnson Kamala Farquharson

• In the 1960s, a wealthy judge and entrepreneur invisioned bring a national baseball team to Houston,Texas.

• February 1961 voters to approved a public bond issue to finance the construction of the stadium

• The Houston Astrodome was completed in 1964.

• Conceived as the home of the Houston Colts and the Houston Oilers.

• It was termed by many as the Eighth Wonder of the World.

Judge Roy

Hofheinz And

The Astrodome

Page 3: case study Houston Kyle Trepagnier Astrodome Mark Mattson Brandon …faculty.arch.tamu.edu/media/cms_page_media/4433/... · 2014-07-17 · Mark Mattson Brandon Johnson Kamala Farquharson

• The Houston weather with its heat, humidity, and mosquitoes made either playing or watching ballgames an unpleasant experience

Design

Concept (comfort)

• It was important that framing

and the covering of the dome

roof structure, not have a

negative impact on air

conditioning and air flow

Page 4: case study Houston Kyle Trepagnier Astrodome Mark Mattson Brandon …faculty.arch.tamu.edu/media/cms_page_media/4433/... · 2014-07-17 · Mark Mattson Brandon Johnson Kamala Farquharson

12 wedges of the lamella roof

5’-6” Deep truss with WF16x58-WF16x78

Retaining walls

in some areas

Pinned knuckle

columns WF12x65 @

every 5deg around

dome

Outer layer with

cross bracing with

moment frames in

some locations

Compression Ring 5’-6” deep

truss w/ Top Chord Highly

stressed WF14x370 and Bottom

Chord WF14x314

38 steel towers

used for

construction

Building

Components

Page 5: case study Houston Kyle Trepagnier Astrodome Mark Mattson Brandon …faculty.arch.tamu.edu/media/cms_page_media/4433/... · 2014-07-17 · Mark Mattson Brandon Johnson Kamala Farquharson

Staggered precast

concrete and translucent

glass

Perforated concrete skinCross bracing and

rigid frames for people

generated sway loads

Building

Components

Page 6: case study Houston Kyle Trepagnier Astrodome Mark Mattson Brandon …faculty.arch.tamu.edu/media/cms_page_media/4433/... · 2014-07-17 · Mark Mattson Brandon Johnson Kamala Farquharson

Lateral Loading

Behavior

• Wind Loading:

Largest force magnitude

Analyzed through wind tunnel testing

Sway loading also significant value in sports arenas

• Temperature Effects

Causes daily change in column plumbness

Behavior predicted by prior calculations & analysis

Causes nearly 2” in dome deflection

Sway loading also significant value in sports arenas

Page 7: case study Houston Kyle Trepagnier Astrodome Mark Mattson Brandon …faculty.arch.tamu.edu/media/cms_page_media/4433/... · 2014-07-17 · Mark Mattson Brandon Johnson Kamala Farquharson

Lateral

Resistance

• “Knuckled Columns”

located at every 5 degrees around the perimeter of the dome structure

4" diameter high strength steel pins at each end of the column

Bottom end welded as fixed connections

Top end pinned to allow movement

• Bracing

Used for wind load lateral stability

Moment frames used where bracing would interfere

Bracing also counteracts forces of sway loading

Page 8: case study Houston Kyle Trepagnier Astrodome Mark Mattson Brandon …faculty.arch.tamu.edu/media/cms_page_media/4433/... · 2014-07-17 · Mark Mattson Brandon Johnson Kamala Farquharson

Description of

Loads

• The minimum design specifications were as follows:

Dead load self weight of structure

Live load 15 PSF

Wind load 40 PSF

Sonic boom load 2 PSF

• 1/8 scale model had

to withstand sustained

wind velocity of 135

mph and gusts of 165

mph

Page 9: case study Houston Kyle Trepagnier Astrodome Mark Mattson Brandon …faculty.arch.tamu.edu/media/cms_page_media/4433/... · 2014-07-17 · Mark Mattson Brandon Johnson Kamala Farquharson

Load Transfer

Paths

• Outward thrust from roof resisted by the tension ring

• Loads are then transferred into 72 columns below tension ring

• Loads distributed into the footings

Page 10: case study Houston Kyle Trepagnier Astrodome Mark Mattson Brandon …faculty.arch.tamu.edu/media/cms_page_media/4433/... · 2014-07-17 · Mark Mattson Brandon Johnson Kamala Farquharson

Foundation And Soil

Description

• Geotechnical survey showed sandy soil, would produce negligible

settlements

• Half of the footings

placed 5 feet below

playing field level,

others were 10 foot

combined footings

and were located at

the expansion joints

Page 11: case study Houston Kyle Trepagnier Astrodome Mark Mattson Brandon …faculty.arch.tamu.edu/media/cms_page_media/4433/... · 2014-07-17 · Mark Mattson Brandon Johnson Kamala Farquharson

Foundation &

Soil Description

• Retaining wall system of tie-backs and dead-man

anchors used to resist lateral earth pressures

• Ranged from

heights of 25

feet up to 33 feet

around perimeter

of building

Page 12: case study Houston Kyle Trepagnier Astrodome Mark Mattson Brandon …faculty.arch.tamu.edu/media/cms_page_media/4433/... · 2014-07-17 · Mark Mattson Brandon Johnson Kamala Farquharson

References

• Bass, Louis O. "Unusual dome awaits baseball season in Houston." Unusual dome awaits baseball

season in Houston (1965). Http://www.columbia.edu. Web. 26 Nov. 2009.

http://www.columbia.edu/cu/gsapp/BT/DOMES/HOUSTON/publsh.html

• Lowe, Jet. HAER TX-108-15 Dome Ceiling. 2004. Photograph. Houston. Http://memory.loc.gov/ . Library

of Congress. Web. 26 Nov. 2009.

• Lowe, Jet. HAER TX-108-16 Interior View South Towards Movable Field Level Seats. 2004. Photograph.

Houston. Http://memory.loc.gov/ . Web. 26 Nov. 2009.

• Lowe, Jet. HAER TX-108-22 Structural Detail of Lateral Load Bracing System at Ground Level. 2004.

Photograph. Houston. Http://memory.loc.gov/ . Web. 26 Nov. 2009.

• United States. Cong. U.S. Department of the Interior. Houston Astrodome, 8400 Kirby Drive, Houston,

Harris County, TX. Cong. Rept. HAERNo.TX-108. Washington, DC: Historic American Engineering

Record, 1968. Http://memory.loc.gov/. Library of Congress. Web. 26 Nov. 2009.

http://memory.loc.gov/cgi-bin/query/D?hh:4:./temp/~ammem_0p5C

• Ray, Ed. The Grand Huckster: Houston’s Judge Roy Hofheinz Genius of the Astrodome. Tennessee:

Memphis State University Press, 1980.

• Macaulay, David. Building Big. Boston: Houghton Mifflin Company, 2000.