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  1. Home /
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  3. Vol. 40 No. 219 (1990)

Vol. 40 No. 219 (1990)

DOI: https://doi.org/10.3989/mc.1990.v40.i219
Published: 1990-09-30

Editorial

  • [es] Editorial

    Equipo Editorial
    3
    • PDF

Research Articles

  • [es] [en] Macroscopical morphology of deterioration of the stone in the Cathedral of Seville, Spain

    M. Alcalde, A. Martín
    5-28
    • PDF
  • [es] [en] Recent works carried out at the IDIEM by the group in charge of probabilistic strength of materials

    P. Kittl, G. Díaz
    29-39
    • PDF
  • [es] [en] Fracture statistics of torsion and dispersion relations in round bars

    G. Díaz
    41-47
    • PDF
  • [es] Durabilidad del hormigón: Acción de disoluciones de sulfato de calcio y de sulfato de magnesio sobre un cemento Portland de alta resistencia inicial. Influencia de la adición de escorias y de cenizas volantes

    José Luis Sagrera-Moreno, Victoriano González-Vila, Manuel Aguanell-García, Demetrio Gaspar-Tebar
    49-66
    • PDF
  • [es] Noticias

    Equipo Editorial
    67-69
    • PDF

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eISSN: 1988-3226
ISSN-L: 0465-2746
DOI: 10.3989/mc

Language

  • English
  • Español (España)

Indexing and quality

SCImago Journal & Country Rank

Plagiarism Detection Tool

Keywords
Most downloads (60 days)
  1. Static and kinetic friction coefficients of Scots pine (Pinus sylvestris L.), parallel and perpendicular to grain direction
    747
  2. Manufacture and design of composite grids
    452
  3. Fluidización de las partículas sólidas y sus aplicaciones
    438
  4. Thermal properties of cement mortar with different mix proportions
    418
  5. La industria del cemento dentro de la problemática de la contaminación atmosférica
    408
  6. Suitable yeast extract concentration for the production of self-healing mortar with expanded clay as bacterial carrier
    389
  7. Método para la determinación de cloruros en pequeñas concentraciones
    384
  8. Causes and effects of the corrosion of a plumbing galvanised steel
    373
  9. The leaning Tower of Pisa, Structure, building materials and reinforcement interventions
    368
  10. Comportamiento del hormigón entre los 80 y 300 °C
    351

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