1. importsource = "01624075-2011-09.txt"
Se encontraron 30 resultados.
Artículo:

One World Trade Center Superstructure Continues to Rise

Resumen:

One World Trade Center (1WTC) is scheduled to open in late 2013. To date, most of the concrete has gone into the structure’s monolithic pedestal designed to protect against below- or above-grade bomb attack. The reinforced concrete core walls will protect stairwells that are 20% wider than mandated by the building code. They will be also pressurized to prevent smoke from hindering possible evacuation. The building will include advanced energy conservation technology, next generation glass, and high-efficiency systems to reduce energy and water consumption

Página:

28

Publicación:

Concrete International

Volúmen:

33

Número:

9

Periodo:

Septiembre 2011

ISSN:

01624075

SrcID:

01624075-2011-09.txt

  • Documento número 95998
  • Actualizado el martes, 23 de mayo de 2017 03:38:23 p. m.
  • Creado el martes, 23 de mayo de 2017 03:38:23 p. m.
  • Enlace directo
Artículo:

Anchor Provisions Undergo Significant Changes in the 2012 International Building Code

Resumen:

The author describes significant changes to the provisions for anchors in concrete in the 2012 International Building Code (IBC). Prior to publication of the 2012 IBC, procedures for establishing the design strength of adhesive anchors in structural concrete did not exist in the code. Now, the 2012 IBC references ACI 318-11(“Building Code Requirements for Structural Concrete and Commentary” and ACI 355.4-10 (“Acceptance Criteria for Qualification of Post-Installed Adhesive Anchors in Concrete”) to provide the basis for the qualification and design of adhesive anchors

Página:

31

Publicación:

Concrete International

Volúmen:

33

Número:

9

Periodo:

Septiembre 2011

ISSN:

01624075

SrcID:

01624075-2011-09.txt

  • Documento número 95999
  • Actualizado el martes, 23 de mayo de 2017 03:38:23 p. m.
  • Creado el martes, 23 de mayo de 2017 03:38:23 p. m.
  • Enlace directo
Artículo:

Optimizing Ultra-High Performance Fiber-Reinforced Concrete

Resumen:

Tensile behavior of ultra-high performance fiber-reinforced concrete (UHP-FRC) was optimized by improving the matrix packing density, using very high strength fine diameter steel fibers, and tailoring the fiber-to-matrix interface bond properties. The developed UHP-FRC mixtures achieved record high tensile strengths, up to 37 MPa (5.36 ksi). The energy absorption capacity up to peak stress was about an order of magnitude higher than the values reported by other researchers. The results imply that the new material has the potential to be particularly useful for structures subjected to blast, impact or seismic loading

Página:

35

Publicación:

Concrete International

Volúmen:

33

Número:

9

Periodo:

Septiembre 2011

ISSN:

01624075

SrcID:

01624075-2011-09.txt

  • Documento número 96000
  • Actualizado el martes, 23 de mayo de 2017 03:38:23 p. m.
  • Creado el martes, 23 de mayo de 2017 03:38:23 p. m.
  • Enlace directo
Artículo:

Compressive Strength of Concrete in Nonprismatic Elements

Resumen:

Appendix A of “Building Code Requirements for Structural Concrete (ACI 318-2011) and Commentary” provides requirements for design using strut-and-tie models, including provisions for the effective capacities of prismatic and nonprismatic (bottle-shaped) struts. The authors examine whether an increase in the width of a strut results in a reduction of its unit bearing strength. Based on their test results, the authors conclude that attributing a reduction in allowable compressive strength to the shape of a strut is an unnecessary rationalization

Página:

42

Publicación:

Concrete International

Volúmen:

33

Número:

9

Periodo:

Septiembre 2011

ISSN:

01624075

SrcID:

01624075-2011-09.txt

  • Documento número 96001
  • Actualizado el martes, 23 de mayo de 2017 03:38:23 p. m.
  • Creado el martes, 23 de mayo de 2017 03:38:23 p. m.
  • Enlace directo
Artículo:

Early-Age Carbonation Curing of Concrete Using Recovered CO2

Resumen:

Using CO2 of 99% purity to simulate CO2 recovered from cement kiln flue gas, early-age CO2 curing of dry-mix, lightweight, and normalweight concrete mixtures was evaluated. Specimens prepared in the laboratory were evaluated for carbon uptake, strength gain, pH, and chemical analysis. Manufactured concrete pavers were evaluated for durability. The authors believe that early-age carbonation curing can provide permanent carbon storage and improve short-term and long-term performance of concrete

Página:

50

Publicación:

Concrete International

Volúmen:

33

Número:

9

Periodo:

Septiembre 2011

ISSN:

01624075

SrcID:

01624075-2011-09.txt

  • Documento número 96002
  • Actualizado el martes, 23 de mayo de 2017 03:38:23 p. m.
  • Creado el martes, 23 de mayo de 2017 03:38:23 p. m.
  • Enlace directo