1. importsource = "01624075-2011-06.txt"
Se encontraron 33 resultados.
Artículo:

Congratulations, Long-Time Members of ACI

Resumen:

It is our pleasure to congratulate individuals who have supported ACI for 25 and 45 years. The support these individuals have shown represents a level of interest and improvement in concrete technology that is the backbone of the Institute. Members like these have made and continue to make ACI a vibrant and diverse organization and lend stability to the Institute. Their unwavering support over the years has helped make ACI the global knowledge leader on concrete

Página:

74

Publicación:

Concrete International

Volúmen:

33

Número:

6

Periodo:

Junio 2011

ISSN:

01624075

SrcID:

01624075-2011-06.txt

  • Documento número 721290
  • Actualizado el martes, 10 de julio de 2018 10:35:35 a. m.
  • Creado el martes, 10 de julio de 2018 10:35:35 a. m.
  • Enlace directo
Artículo:

Concrete Q & A: Using an Elastic Frame Model for Column Slenderness Calculations

Resumen:

As a standard practice, our office uses an elastic frame analysis program to determine the design forces for concrete frames. The program documentation indicates the software is capable of second-order analyses, but we’re not sure if the software accounts for magnification between the ends of the elements. ACI 318-08, Section 10.10.2.2,1 states: Second-order effects shall be considered along the length of compression members. It shall be permitted to account for these effects using the moment magnification procedure outlined in 10.10

Página:

79

Publicación:

Concrete International

Volúmen:

33

Número:

6

Periodo:

Junio 2011

ISSN:

01624075

SrcID:

01624075-2011-06.txt

  • Documento número 721291
  • Actualizado el martes, 10 de julio de 2018 10:35:35 a. m.
  • Creado el martes, 10 de julio de 2018 10:35:35 a. m.
  • Enlace directo
Artículo:

Self-Leveling Slab Formwork Tables Boost Efficiency

Resumen:

To meet an accelerated construction schedule for a medical center, an innovative formwork system was used. The system comprises slab tables, supported at the column-slab interface, that automatically compensate for deflections occurring during concrete placement. After the floor concrete has reached sufficient strength to carry self-weight and construction loads, the tables are lowered and manually rolled to outrigger platforms outside the building, allowing simple and fast cycling

Página:

23

Publicación:

Concrete International

Volúmen:

33

Número:

6

Periodo:

Junio 2011

ISSN:

01624075

SrcID:

01624075-2011-06.txt

  • Documento número 986791
  • Actualizado el martes, 10 de julio de 2018 11:06:04 a. m.
  • Creado el martes, 10 de julio de 2018 11:06:04 a. m.
  • Enlace directo
Artículo:

Comparison of Three Methods to Measure Formwork Pressure When Using SCC

Resumen:

Self-consolidating concrete (SCC) currently holds less than a 10% share of the cast-in-place concrete market in Sweden. One of the factors leading to this low level of acceptance is the difficulty of predicting formwork pressures associated with SCC. If the actual formwork pressure can be monitored in real time, concrete contractors will be able to adjust the casting rate to maintain the formwork pressure below a safe threshold. For that purpose, different methods of measuring formwork pressure were compared

Página:

27

Publicación:

Concrete International

Volúmen:

33

Número:

6

Periodo:

Junio 2011

ISSN:

01624075

SrcID:

01624075-2011-06.txt

  • Documento número 986792
  • Actualizado el martes, 10 de julio de 2018 11:06:04 a. m.
  • Creado el martes, 10 de julio de 2018 11:06:04 a. m.
  • Enlace directo
Artículo:

Field Validation of SCC Formwork Pressure Prediction Models

Resumen:

Self-consolidating concrete (SCC) mixtures were tested and wall and column elements were instrumented to determine formwork pressures during placement. The findings confirm that test methods for evaluating the structural build-up of SCC can be used in conjunction with recently developed prediction models to determine the maximum formwork pressure exerted by SCC. An additional model allows prediction of the rate of pressure drop with time

Página:

33

Publicación:

Concrete International

Volúmen:

33

Número:

6

Periodo:

Junio 2011

ISSN:

01624075

SrcID:

01624075-2011-06.txt

  • Documento número 986793
  • Actualizado el martes, 10 de julio de 2018 11:06:04 a. m.
  • Creado el martes, 10 de julio de 2018 11:06:04 a. m.
  • Enlace directo