Teacher(s)
Language
English
Content
Recalls of limit state regulations (semi-probabilistic approach, safety coefficients, load combinations).
Steel structures
Overview of the material and elements in commerce.
Ultimate limit state verification methods for elements in tension (ties), in compression (columns) and for elements in bending (beams).
Application to the State Seminary project, by architect Alain-G. Tschumi. Discussion of global static schemes, design of a composite deck slab, design and verification of a secondary beam and a main beam. Calculation of a cellular beam. Analysis of bolted and welded connections. Analysis of construction details.
Application to the school building project “Quasimodo” by architect A. L. Rizzo. Discussion of static schemes. Design and verification of a suspension tie-rod. Sizing of suspension beam in roof (non-commercial) of 1.5 m height.
Introduction to the structures present in the projects of architect Toyo Ito, 2001.
Application to the Sendai Mediatheque project of architect Toyo Ito. Analysis of the conceptual justifications. Analysis of the project's structures and their implementation. Recalls of Eulerian instability theory. Sizing of an element of a tube system.
Application to the Tama Art University project by architect Toyo Ito, 2007. Analysis of conceptual motivations. Analysis of the project structures and their implementation. Elements of the behavior of arches. Elements of earthquake engineering (difference in approach between the two Ito projects examined). Discussion about hybrid steel-concrete structures.
Application to the project of the Kanagawa Institute of Technology Workshop, Ishigami, 2010. Analysis of conceptual motivations. Analysis of the structures and their implementation. Simplified seismic analysis of the building (equivalent static forces). Analysis of snow loads. Demonstration by calculation of the need to pre-stress the columns due to snow load. Remarks on the interaction between architectural and structural choices and differences with Toyo Ito's approach.
Timber structures
Overview of the material and elements in commerce.
Ultimate limit state verification methods for compression elements (columns) and bending elements (beams).
Analysis of connection types.
Analysis of the Steilneset Memorial for the Victims of the Witch Trials project by architect Peter Zumthor.
Application to The Regional Center of craftsmanship project by architect Peter Zumthor. Sizing of one of the roof beams. Discussion of the mode of connection used in the project.
Overview of some of Kengo Kuma's projects.
Reinforced concrete structures
Overview of the material.
Ultimate limit state verification methods for elements in compression (columns) and for elements in bending (beams). Design and verification of longitudinal steel (bending moment reinforcement) and stirrups (shear stress reinforcement).
Application to the Casa del Fascio project, by architect Terragni.
Direct and deep foundations
Retaining walls
Prefabricated concrete structures: design process and choice of construction system, general stability and bracing, flat and ribbed prestressed floor elements, assemblies and brackets
Steel structures
Overview of the material and elements in commerce.
Ultimate limit state verification methods for elements in tension (ties), in compression (columns) and for elements in bending (beams).
Application to the State Seminary project, by architect Alain-G. Tschumi. Discussion of global static schemes, design of a composite deck slab, design and verification of a secondary beam and a main beam. Calculation of a cellular beam. Analysis of bolted and welded connections. Analysis of construction details.
Application to the school building project “Quasimodo” by architect A. L. Rizzo. Discussion of static schemes. Design and verification of a suspension tie-rod. Sizing of suspension beam in roof (non-commercial) of 1.5 m height.
Introduction to the structures present in the projects of architect Toyo Ito, 2001.
Application to the Sendai Mediatheque project of architect Toyo Ito. Analysis of the conceptual justifications. Analysis of the project's structures and their implementation. Recalls of Eulerian instability theory. Sizing of an element of a tube system.
Application to the Tama Art University project by architect Toyo Ito, 2007. Analysis of conceptual motivations. Analysis of the project structures and their implementation. Elements of the behavior of arches. Elements of earthquake engineering (difference in approach between the two Ito projects examined). Discussion about hybrid steel-concrete structures.
Application to the project of the Kanagawa Institute of Technology Workshop, Ishigami, 2010. Analysis of conceptual motivations. Analysis of the structures and their implementation. Simplified seismic analysis of the building (equivalent static forces). Analysis of snow loads. Demonstration by calculation of the need to pre-stress the columns due to snow load. Remarks on the interaction between architectural and structural choices and differences with Toyo Ito's approach.
Timber structures
Overview of the material and elements in commerce.
Ultimate limit state verification methods for compression elements (columns) and bending elements (beams).
Analysis of connection types.
Analysis of the Steilneset Memorial for the Victims of the Witch Trials project by architect Peter Zumthor.
Application to The Regional Center of craftsmanship project by architect Peter Zumthor. Sizing of one of the roof beams. Discussion of the mode of connection used in the project.
Overview of some of Kengo Kuma's projects.
Reinforced concrete structures
Overview of the material.
Ultimate limit state verification methods for elements in compression (columns) and for elements in bending (beams). Design and verification of longitudinal steel (bending moment reinforcement) and stirrups (shear stress reinforcement).
Application to the Casa del Fascio project, by architect Terragni.
Direct and deep foundations
Retaining walls
Prefabricated concrete structures: design process and choice of construction system, general stability and bracing, flat and ribbed prestressed floor elements, assemblies and brackets
Teaching methods
The course includes a portion of theoretical lectures, a portion of the course devoted to
exercises, and the development of a structural design exercise.
exercises, and the development of a structural design exercise.
Evaluation methods
Each student's final grade is the average of two grades. The first assessment is based on a structural design project on a design problem assigned by the instructor at the beginning of the course (4 points out of 20). This project may be done in groups. The second assessment is a written exam on the topics covered in class (16 points out of 20).
Online resources
To support the course, the professor makes MOODLE modules available that cover all
the topics discussed.
the topics discussed.
Faculty or entity
Programmes / formations proposant cette unité d'enseignement (UE)
Title of the programme
Sigle
Credits
Prerequisites
Learning outcomes
Master [120] in Architecture (Bruxelles) [International Master - in English]
