- importsource = "01624075-2010-12.txt"
- Artículo:
Does Curing Time or Strength Control in Cold Weather?
- Resumen:
Q.We’re working under a very tight schedule to construct a multistory building.
- Página:
92
- Publicación:
Concrete International
- Volúmen:
32
- Número:
12
- Periodo:
Diciembre 2010
- ISSN:
01624075
- SrcID:
01624075-2010-12.txt
- Documento número 95924
- Actualizado el martes, 23 de mayo de 2017 03:38:22 p. m.
- Creado el martes, 23 de mayo de 2017 03:38:22 p. m.
- Enlace directo
- Artículo:
2011 ACI Honors and Awards Program
- Resumen:
Nominations are open for the annual awards of the Institute
- Página:
23
- Publicación:
Concrete International
- Volúmen:
32
- Número:
12
- Periodo:
Diciembre 2010
- ISSN:
01624075
- SrcID:
01624075-2010-12.txt
- Documento número 986735
- Actualizado el martes, 10 de julio de 2018 11:06:03 a. m.
- Creado el martes, 10 de julio de 2018 11:06:03 a. m.
- Enlace directo
- Artículo:
Inside ACI Committee Documents
- Resumen:
Summary of changes to ACI 360R-10; review of ACI 376-10
- Página:
26
- Publicación:
Concrete International
- Volúmen:
32
- Número:
12
- Periodo:
Diciembre 2010
- ISSN:
01624075
- SrcID:
01624075-2010-12.txt
- Documento número 986736
- Actualizado el martes, 10 de julio de 2018 11:06:03 a. m.
- Creado el martes, 10 de julio de 2018 11:06:03 a. m.
- Enlace directo
- Artículo:
Take Your Flatwork Expertise to a Higher Level
- Resumen:
Many specifications now require key personnel of the finishing crew to hold current certifications because designers realize they are more likely to receive the quality of floor desired if certified finishers and technicians are involved. But as more stringent flatwork requirements are being specified and newer equipment and materials are being used, the industry has called for even higher levels of expertise for those finishers and technicians producing the slabs. ACI responded by creating the Specialty Commercial/Industrial Concrete Flatwork Finisher/Technician Certification Program. The steps to become certified are outlined and a certification event at World of Concrete is described.
- Página:
31
- Publicación:
Concrete International
- Volúmen:
32
- Número:
12
- Periodo:
Diciembre 2010
- ISSN:
01624075
- SrcID:
01624075-2010-12.txt
- Documento número 986737
- Actualizado el martes, 10 de julio de 2018 11:06:03 a. m.
- Creado el martes, 10 de julio de 2018 11:06:03 a. m.
- Enlace directo
- Artículo:
Earthquake-Resistant Coupling Beams without Diagonal Reinforcement
- Resumen:
Experimental research has shown that the use of well-confined diagonal reinforcement cages, designed to resist the total shear demand, ensures a stable behavior under displacement reversals such as those induced during a strong earthquake. The reliance on diagonal reinforcement to resist the entire coupling beam shear demand, however, often translates into the use of large diameter diagonal bars. In recent years, the use of relatively slender coupling beams has become popular due to limitations in story heights. This article presents the results from two large-scale tests that show that the addition of randomly oriented steel fibers to the concrete will allow significant simplifications in the design and construction of slender coupling beams, including complete elimination of diagonal bars and substantial reductions in confinement reinforcement.
- Página:
36
- Publicación:
Concrete International
- Volúmen:
32
- Número:
12
- Periodo:
Diciembre 2010
- ISSN:
01624075
- SrcID:
01624075-2010-12.txt
- Documento número 986738
- Actualizado el martes, 10 de julio de 2018 11:06:03 a. m.
- Creado el martes, 10 de julio de 2018 11:06:03 a. m.
- Enlace directo
