Bahá’í Temple of South America in Santiago, Chile
Customer Project
An extraordinary structure was built in Chile: the "Temple of Light". It is one of eight Bahá'í temples worldwide. The monotheistic Bahá'í religion has about seven million followers, mainly in India, Iran, Africa, and North and South America. It took many decades to plan the temple.
| Structural Engineering |
Structural analysis, construction, and completion (steel and roofing) Josef Gartner GmbH, Würzburg, Germany josef-gartner.permasteelisagroup.com |
| Architect |
Hariri Pontarini Architects Toronto, Canada www.hariripontarini.com |
| Investor |
National Spiritual Assembly of the Bahá’ís rel="noopener noreferrer" of Canada www.ca.bahai.org |
Model
Josef Gartner GmbH, a German customer of Dlubal Software, was given the job of planning, design, and construction of the entire structure above the foundation.
Structure
The shape of the temple resembles a nine‑petalled blossom of a lotus flower. The building has a diameter of about 111.5 ft and a height of 98.4 ft. The substructure consists of a two-story concrete structure and a flat footing.
As the site is placed in a Chilean region with a high seismic risk, it was necessary to uncouple the structure horizontally from the ground with regard to vibrations. That is why a total of ten friction pendulum bearings were arranged between the concrete columns and the second intermediate ceiling.
The steel supporting structure is a kind of space frame with an upper and lower chord layer consisting of rectangular cross‑sections as well as round pipe diagonals serving as connecting elements.
The nine petals, which are identical in construction, close with their leaf apices at the maximum point, forming a light dome (oculus). The structural skeleton is formed, as with real plant petals, by an interior framework consisting of round pipes with thicker section walls of d = 12.7 in.
First, the building was modeled using the Rhinoceros design software. Then, the complete 3D model was transferred to RFEM and RSTAB and optimized in close cooperation with the architect.
Finally, Gartner calculated the steel structure in RFEM and RSTAB considering the impact of earthquakes.
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Database of Foundation Templates
In RFEM 5 and RSTAB 8 in RF-/FOUNDATION Pro, the foundation dimensions for all five foundation types can be saved in a user-defined library with foundation templates and reused in other models.
SHAPE-THIN | Cold-Formed Sections
SHAPE-THIN determines the effective cross-sections according to EN 1993-1-3 and EN 1993-1-5 for cold-formed sections. You can optionally check the geometric conditions for the applicability of the standard specified in EN 1993‑1‑3, Section 5.2.
The effects of local plate buckling are considered according to the method of reduced widths and the possible buckling of stiffeners (instability) is considered for stiffened sections according to EN 1993-1-3, Section 5.5.
As an option, you can perform an iterative calculation to optimize the effective cross-section.
You can display the effective cross-sections graphically.
Read more about designing cold-formed sections with SHAPE-THIN and RF-/STEEL Cold-Formed Sections in this technical article: Design of a Thin-Walled, Cold-Formed C-Section According to EN 1993-1-3.
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Programs Used for Structural Analysis
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The structural engineering software for design of frame, beam and truss structures, performing linear and nonlinear calculations of internal forces, deformations, and support reactions
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