Reinforcement work carried out on the Todolella Parish Church after the collapse of a pilaster supporting the classical style dome; Castellon, Spain.

A. Alonso Durá, A. Soler Estrela, Martinez Boquera, R. Soler Verdu (2010). "Reinforcement work carried out on the Todolella Parish Church after the collapse of a pilaster supporting the classical style dome; Castellon, Spain.." In Proceedings of FraMCoS 7, Jeju, South Korea.

A. Alonso Durá, A. Soler Estrela, Martinez Boquera, R. Soler Verdu. "Reinforcement work carried out on the Todolella Parish Church after the collapse of a pilaster supporting the classical style dome; Castellon, Spain.." Paper presented at FraMCoS 7, Jeju, South Korea, 2010.

A. Alonso Durá, A. Soler Estrela, Martinez Boquera, R. Soler Verdu, "Reinforcement work carried out on the Todolella Parish Church after the collapse of a pilaster supporting the classical style dome; Castellon, Spain.," in Proc. FraMCoS 7, Jeju, South Korea, 2010.

@inproceedings{a-alonso-dura2010,
  title     = {Reinforcement work carried out on the Todolella Parish Church after the collapse of a pilaster supporting the classical style dome; Castellon, Spain.},
  author    = {A. Alonso Durá, A. Soler Estrela, Martinez Boquera, R. Soler Verdu},
  year      = {2010},
  booktitle = {Proceedings of FraMCoS 7},
  address   = {Jeju, South Korea},
}

TY  - CPAPER
TI  - Reinforcement work carried out on the Todolella Parish Church after the collapse of a pilaster supporting the classical style dome; Castellon, Spain.
AU  - A. Alonso Durá
AU  - A. Soler Estrela
AU  - Martinez Boquera
AU  - R. Soler Verdu
PY  - 2010
T2  - Proceedings of FraMCoS 7
CY  - Jeju, South Korea
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Reinforcement_work_carried_out_on_the_Todolella_Parish_Church_after_the_collapse.pdf
AB  - This paper is particularly interesting since it provides unpublished data on the reinforcement carried out in 2006. Cross-sectioned plan and elevation drawings give a detailed account of the geometry, illustrating cracks and strains with precision. The building specifications of walls and masonry shells with poor mortar, the depth and bond of brick arches and the walled vaults and domes are also depicted. Non-linear structural damage models of the fractured structure were made to reproduce the settling of the foundation and its effect on the fracture of structural elements such as the dome, drum and the outer buttress. The paper also…
ER  -