Abstract

Elmina Castle is the first of a series of European trading bases along Africa’s west coast, and it is the oldest and best preserved early European building in Sub-Saharan Africa. The structure shows a combination of mud-mortared and lime-mortared sandstone masonry macro elements and has undergone reconstructions and modification throughout time under Portuguese and Dutch occupation. This study focuses on the structural analysis of Elmina Castle’s east curtain wall, which features two massive masonry buttresses built only alongselected portions of the wall. The hypothesis that these buttresses were built in correspondence of deep voids in the foundation bedrock platform is numerically evaluated using pushover analysis. The lateral capacity is determined based on energy considerations using nonlinear FE models in Abaqus/CAE Explicit and concrete damaged plasticity. Results indicate that, at a later Dutch stage of structural modification, loose soil filling might have caused rotational instability of the curtain wall, requiring the addition of the buttresses.

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References

[1] Lawrence, A.W. Trade castles and forts of West Africa. Jonathan Cape, (1963).

[2] Hair, P. E. H. The Founding of the Castelo De São Jorge Da Mina: An Analysis of the Sources. Madison: African Studies Program, University of Wisconsin-Madison, (1994).

[3] Post, F. Sao Jorge da Mina. Dutch National Archive (1637).

[4] Pinho, R. Using pushover analysis for assessment of building and bridges. Advanced earthquake engineering analysis, International Center of Mechanical Sciences 494 (2007), pp. 91-120.

[5] Chopra, A. K. Dynamics of Structure: Theory and Applications to Earthquake Engineering, Pearson/Prentice Hall, Upper Saddle River, New Jersey (2007).

[6] Tezcan, S., Tambe, N., Muir, C., Perucchio, R. Nonlinear FE analysis of the response to lateral accelerations of the triumphal arch of the church of Andahuaylillas, In: R. Aguilar et al. (Eds.): Structural Analysis of Historical Constructions, RILEM Bookseries 18 (2019), pp. 1301-1309.

[7] Abaqus Analysis User’s Manual Simulia v.6.14.6.3.3 Explicit dynamic analysis. Dassault System Corporation, Providence, RI (2018).

[8] The Hague, Collection Foreign Maps Leupe, number access 4. Vel, inventory number 779A, Dutch National Archive, (1774).

[9] Abaqus documentations, Concrete damaged plasticity, (2017).https://abaqus-docs.mit.edu/2017/English/SIMACAEMATRefMap/simamat-cconcretedamaged.htm

[10] Abaqus Theory Manual, 4.5.2 Damaged plasticity model for concrete and other quasi brittle materials, (2009). https://classes.engineering.wustl.edu/2009/spring/mase5513/abaqus/docs/v6.6/books/stm/default.htm?startat=ch04s05ath120.html”

[11] Tarque, N. Numerical modelling of the seismic behavior of adobe building. PhD dissertation, Universitá degli Studi di Pavia, Italy, (2011).

[12] Angelillo, M., Lourenco, P.B., Milani, G. Masonry behavior and modelling. Mechanics of Masonry Structures, CISM international center for mechanical sciences, Vol 551, Springer, Vienna, (2014), pp. 1-26.

[13] Aguilar, R., Zavala, G, Pando, M.A., Briceno, C., Zavala, G., Castaneda, B., Perucchio, R., Uceda, S. Structural and geotechnical engineering assessment of Huaca de la Luna – A massive earthen Moche culture pyramid in Norther Peru. Journal of Cultural Heritage 34, Elsevier Masson SAS, (2018), pp.83-94.

[14] Brune, Philip F. The Mechanics of Imperial Roman Concrete and the Structural Design of Vaulted Monuments. Thesis: Department of Mechanical Engineering, Arts, Science and Engineering, University of Rochester, (2010).

[15] Abaqus documentations Mohr-Coulomb plasticity, (2017). https://abaqus-docs.mit.edu/2017/English/SIMACAEMATRefMap/simamat-c mohrcoulomb.htm

[16] Chen L.J., Dai Z.H., Liu Z.W. Three-dimensional nonlinear finite element analysis of soft soil excavation engineering considering K0 consolidation. Rock Soil Mech. 32(12) (in Chinese), (2011), pp. 3796-3804.

[17] Fall, M., Sarr, D., Ba, M. Evolution of lateritic soils geotechnical parameters during a multi cyclic OPM compaction and correlation with road traffic. Geomaterials 1, (2011), pp. 29-69.

[18]Zhu, T. Some Useful Numbers on the Engineering Properties of Materials. http://www.jsg.utexas.edu/tyzhu/files/Some-useful-numbers.pdf. University of Texas, (2014).

[19] Ahulu, S. T., Danuor, S. K., and Asiedu, D. K. Probabilistic seismic hazard assessment of southern part of Ghana. Journal of Seismology, 22(3), (2017), pp. 539–557.

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Published on 30/11/21
Submitted on 30/11/21

Volume History of construction and building technology, 2021
DOI: 10.23967/sahc.2021.300
Licence: CC BY-NC-SA license

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