Submitted:
29 June 2026
Posted:
29 June 2026
You are already at the latest version
Abstract
Keywords:
1. Introduction
- How does the use of ICMs affect students' understanding of structural principles?
- In what ways do ICMs enhance spatial and structural reasoning in architectural education? and
- What are students' perceptions of using analog and digital modelling tools?
2. Inverted Chain Models
2.1. Concept and Applications
2.2. Techniques
2.2.1. Analog Techniques
2.2.2. Digital Techniques
2.3. Educational Foundations
3. Materials and Methods
3.1. Participants
3.2. Educational Intervention
3.2.1. Phase 1: Development of Spider3D
- Review research: analysis of computational procedures and tools for simulating ICMs, with the objective of selecting an appropriate method for computational form-finding.
- Plugin development: creation of custom Grasshopper components for Rhinoceros that simulate ICMs using the Particle-Spring (PS) method.
3.2.2. Phase 2: Form-Finding of Spatial Structures
- introduce analog and digital ICM form-finding techniques;
- evaluate the educational applicability of Spider3D; and
- explore the influence of mesh topology on equilibrium forms.
- Week 1 – Introduction to catenary structures, historical precedents, and contemporary form-finding applications.
- Week 2 – Construction of physical hanging-chain models using chains, custom supports, and mirrors for visual inversion.
- Week 3 – Digital reconstruction and simulation of analog models using Rhinoceros, Grasshopper, Spider3D, and Millipede.
- Week 4-5 – Development of a conceptual pavilion design informed by form-finding and structural analysis.
3.3. Data Collection
- Surveys using a 5-point Likert scale was used to evaluate students’ self-reported attitudes, confidence, and engagements in learning structural design before and after using ICMs (see Appendix A.1).
- Pre- and post-intervention tests were administered to assess students’ conceptual understanding of structural principles and form behavior including., load paths, tension/compression, equilibrium (see Appendix A.2).
- Design project evaluations were conducted using rubric focusing on structural clarity, innovation, and form-material congruence.
- Focus groups discussions were conducted post-intervention to gather qualitative feedback on learning experience and explore students’ deeper reflection using semi-structured interview (see Appendix B.1).
- Reflective journals maintained by students weekly in written or visual form (e.g., sketches, diagrams, photo and video material) were collected and analyzed for evidence of conceptual development as well as to capture individual learning process, insights, and challenges (see Appendix B.2).
- Observation notes maintained by the instructor during class sessions to document student engagement, group dynamics, comprehension, collaboration, and problem-solving behavior (see Appendix B.3). These notes are then utilized to triangulate with other data.
3.4. Data Analysis
3.5. Limitations, Validity and Reliability
4. Results
4.1. Artifacts
4.1.1. Spider3D
- Pre-processor tools for constructing anchor points, chain networks, and various load cases. These tools provide the flexibility to define multiple scenarios, such as point loads, linear loads, or distributed loads, enabling tailored simulations of different design conditions.
- Processing tools for executing simulation. Two primary components handle postprocessing – one that generates only the final equilibrium geometry, and the other that provides a dynamic visualization of each iterative step, allowing for an in-depth understanding of the convergence process.
- Post-processing tools for extracting additional data from the simulation, manipulate the resulting geometry, and streamline outputs for further modifications or integration with structural analysis tools. Post-processing ensures that the simulated geometry is not only visually informative but also structurally viable for engineering applications.
4.1.2. Inverted Chain Models

4.2. Experience Evaluation
5. Discussion
5.1. Parametric ICMs as Instruction Vehicles
5.2. Further Research Directions
6. Conclusions
Supplementary Materials
Author Contributions
Funding
Data Availability Statement
Conflicts of Interest
Abbreviations
| ICM | Inverted Chain Model |
| CAD | Computer-aided Design |
| FEA | Finite Element Analysis |
| PS | Particle Spring |
| DR | Dynamic Relaxation |
| IDE | Integrated Development Environment |
Appendix A
Appendix A.1
| No. | Statement | |
|---|---|---|
| 1 | I feel confident understanding how spatial structures behave under load. | 1 2 3 4 5 |
| 2 | I can identify the difference between compression and tension in a form. | 1 2 3 4 5 |
| 3 | I enjoy learning about structural design. | 1 2 3 4 5 |
| 4 | I understand the role of form-finding in structural efficiency. | 1 2 3 4 5 |
| 5 | I am familiar with inverted chain models (ICMs). | 1 2 3 4 5 |
| 6 | I find physical models helpful for understanding structural principals. | 1 2 3 4 5 |
| 7 | I am likely to apply ICM concepts in my future design work. | 1 2 3 4 5 |
| 8 | Structural design enhances my creativity rather than limits it. | 1 2 3 4 5 |
| 9 | Digital tools help me visualize and understand structural behavior. | 1 2 3 4 5 |
| 10 | I feel more engaged when hands-on learning is part of the course. | 1 2 3 4 5 |
Appendix A.2
| No. | Sample Questions |
|---|---|
| 1 | When a chain is suspended between two fixed points, the resulting curve is:
|
| 2 | If you invert the shape of the chain and make it out of brick, stone, or concrete blocks, the resulting structure primarily transfers loads through:
|
| 3 | The main advantage of inverted chain models (ICMs) is that:
|
| 4 | Changing the position of the chain supports primarily affects:
|
| 5 | Which of the following digital tools most closely simulates the physical behavior of inverted hanging models?
|
| 6 | Explain how the inverted chain model (ICM) demonstrates concept form follows force. |
| 7 | Explain the significance of form-finding in architectural design. |
Appendix B
Appendix B.1
- What was your initial understanding of structural design before this workshop?
- How did the use of physical models (chains) change your understanding?
- What was your experience using inverted chain models in design?
- Did you feel the hands-on process helped you understand structural forces better?
- What challenges did you face using the model?
- How did this compare to learning through lectures or software alone?
- What you use this technique in your own design work?
- What would you change or improve about the workshop experience?
Appendix B.2
- What did I learn today about how structures behave?
- How did working with the physical model help (or not help) my understanding?
- What surprised me about the form that emerged from the model?
- How would I apply these structural insights in a real design project?
- What questions or challenges remain for me?
Appendix B.3
- Students actively engaging with the models
- Evidence of peer discussions/collaboration
- Questions asked that show structural thinking
- Difficulty with concepts
- Use of sketches or diagrams during work
- Creativity in design interpretation
- Integration of ICM learnings in final design.
References
- Huerta, S. El cálculo de estructuras en la obra de Gaudí. Ing. Civ. 2003, 130, 121–133. [Google Scholar]
- Boller, G.; D'Acunto, P. Structural Design via Form Finding: Comparing Frei Otto, Heinz Isler and Sergio Musmeci. In History of Construction Cultures: Proceedings of the 7th International Congress on Construction History (7ICCH 2021), Lisbon, Portugal, 12–16 July 2021; CRC Press: Boca Raton, FL, USA, 2021; Volume 2, pp. 431–438. [Google Scholar]
- Engel, H. Structure Systems, 3rd ed.; Hatje Cantz: Ostfildern, Germany, 2007. [Google Scholar]
- Songel, J.M. Form Follows Forces: Building Funicular Models to Show How Gravity Shapes Form. In EDULEARN15 Proceedings: 7th International Conference on Education and New Learning Technologies; IATED Academy: Barcelona, Spain, 2015; pp. 621–626. [Google Scholar]
- Lewis, W.J. Tension Structures: Form and Behaviour; Thomas Telford: London, UK, 2003. [Google Scholar]
- Shea, K. Generative Design: Blurring the Lines between Architect, Engineer and Computer. Archit. Des. 2003, 73(4), 116–121. [Google Scholar]
- Graefe, R. The catenary and the line of thrust as a means for shaping arches and vaults. In Physical models: Their historical and current use in civil and building engineering design; Addis, B., Ed.; Wiley: Hoboken, NJ, USA, 2020; pp. 79–126. [Google Scholar] [CrossRef]
- Tomlow, J. Das Modell: Antoni Gaudís Hängemodell und seine Rekonstruktion (IL 34). Ph.D. Thesis, Institut für Leichte Flächentragwerke (IL), Universität Stuttgart, Stuttgart, Germany, 1989. [Google Scholar]
- Kilian, A. Linking Digital Hanging Chain Models to Fabrication. In Fabrication: Examining the Digital Practice of Architecture, Proceedings of the 23rd Annual Conference of the Association for Computer Aided Design in Architecture (ACADIA) and the 2004 Conference of the AIA Technology in Architectural Practice Knowledge Community; University of Waterloo School of Architecture Press: Cambridge, ON, Canada, 2004; pp. 110–125. [Google Scholar]
- Hensel, D.S.; Bover, B.G. Nested Catenaries. J. Int. Assoc. Shell Spat. Struct. 2013, 54, 39–55. [Google Scholar]
- Coelho, R.F.; Tysmans, T.; Verwimp, E. Form Finding & Structural Optimization: A Project-Based Course for Graduate Students in Civil and Architectural Engineering. Struct. Multidisc Optim. 2014, 49, 1037–1046. [Google Scholar] [CrossRef]
- Adriaenssens, S.; Pauletti, R.M.O.; Stockhusen, K.; Gabriele, S.; Magrone, P.; Varano, V.; Lochner-Aldinger, I. A Project-Based Approach to Learning Form Finding of Structural Surfaces. Int. J. Space Struct. 2015, 30, 297–305. [Google Scholar] [CrossRef]
- Naboni, R. Form-Finding to Fabrication of Super-Thin Anisotropic Gridshell. In Proceedings of the Blucher Design Proceedings; Editora Blucher: Buenos Aires, Argentina, December 2016; pp. 418–425. [Google Scholar]
- Borgart, A.; Li, O.; Eigenraam, P. Manufacture and Loading Test of Reinforced Gypsum Shells Generated from Hanging Models—A Workshop Developed at Delft University of Technology. In Proceedings of the IASS Symposium 2018: Creativity in Structural Design; International Association for Shell and Spatial Structures: Madrid, Spain, 2018; pp. 1–8. [Google Scholar]
- Henriques, G.C.; Franco, J.M. Gridshells: Integrating Design with Structural Performance in Early Design Stages, Using Formal and Informal Knowledge. GT Proj. 2021, 17, 81–95. [Google Scholar] [CrossRef]
- Güzelci, O.Z.; Sousa, J.P.; Xavier, J.P. Integrated Structural and Environmental Form-Finding: A Teaching Experiment. Nexus Netw. J. 2022, 24, 247–264. [Google Scholar] [CrossRef] [PubMed]
- Chilton, J. The Engineer's Contribution to Contemporary Architecture: Heinz Isler; Thomas Telford: London, UK, 2000. [Google Scholar]
- Whitehead, R. Rebuilding a Framework for Learning: Rethinking Structural Design Instruction in an Architectural Curriculum. In Proceedings of the Structures Congress 2015; American Society of Civil Engineers: Portland, Oregon, 17 April 2015; pp. 2600–2612. [Google Scholar] [CrossRef]
- Milošević, J. Generating form-active spatial structures: A guide to design with models, 1st ed; University of Belgrade – Faculty of Architecture: Belgrade, Serbia, 2026. [Google Scholar]
- Block, P.; Kilian, A.; Pottmann, H. Steering of form – New integrative approaches to architectural design and modeling. Comput. Aided Des. 2015, 61, 1. [Google Scholar] [CrossRef]
- Hensel, M.U. Performance-Oriented Architecture: Rethinking Architectural Design and the Built Environment; AD Primers, 1st ed.; John Wiley & Sons, Incorporated: New York, 2013; ISBN 9780470973318. [Google Scholar]
- Heyman, J. Hooke’s Cubico–Parabolical Conoid. Notes Rec. R. Soc. Lond. 1998, 52, 39–50. [Google Scholar] [CrossRef]
- Moseley, H. On a New Principle in Statics, Called the Principle of Least Pressure. Philos. Mag. Ser. 3 1833, 3(15), 285–288. [Google Scholar] [CrossRef]
- Moseley, H. The Mechanical Principles of Engineering and Architecture; John Weale: London, UK, 1843. [Google Scholar]
- Benvenuto, E. An Introduction to the History of Structural Mechanics; Springer New York: New York, NY, 1991; ISBN 9781461277514. [Google Scholar]
- Milankovitch, M. Theorie der Druckkurven. Zeitschr. Math. Phys. 1907, 55, 1–27. [Google Scholar]
- Foce, F. Milankovitch's Theorie der Druckkurven: Good Mechanics for Masonry Architecture. Nexus Netw. J. 2007, 9, 185–210. [Google Scholar] [CrossRef]
- Hooke, R. A Description of Helioscopes, and Some Other Instruments; John Martyn: London, UK, 1676. [Google Scholar]
- Graefe, R. The Catenary and the Line of Thrust as a Means for Shaping Arches and Vaults. In PHYSICAL MODELS; Addis, B., Ed.; Wiley, 2020; pp. 79–126. ISBN 9783433032572. [Google Scholar]
- Huerta, S. Mechanics of Masonry Vaults: The Equilibrium Approach. In Historical Constructions: Possibilities of Numerical and Experimental Techniques; University of Minho: Guimarães, Portugal, 2001; pp. 47–69. [Google Scholar]
- Collins, G.R.; Bassegoda Nonell, J. The Designs and Drawings of Antoni Gaudí; Princeton University Press: Princeton, NJ, USA, 1983. [Google Scholar]
- Tomlow, J. Gaudí’s Reluctant Attitude towards the Inverted Catenary. Proc. Inst. Civ. Eng.-Eng. Hist. Herit. 2011, 164, 219–233. [Google Scholar] [CrossRef]
- Isler, H. New shapes for shells. Bull. Int. Assoc. Shell. Struct. 1961, n. 8, 123–130. [Google Scholar]
- Boller, G.; Beckh, M.; Schützeichel, R.; Schwartz, J.; Stalder, L. Heinz Isler: Built Experiments – Entrepreneurial Networks; gta Verlag: Zurich, Switzerland, 2025. [Google Scholar]
- Hennicke, J. Sonderforschungsbereich Weitgespannte Flächentragwerke (Eds.). Gitterschalen: Bericht über das japanisch-deutsche Forschungsprojekt S. T. I., durchgeführt von Mai 1971 bis Mai 1973 = Grid shells (Mitteilungen / Universität Stuttgart, Sonderforschungsbereich 64, Weitgespannte Flächentragwerke, IL 10), Universität Stuttgart: Stuttgart, 1975; ISBN 9783782820103.
- Otto, F.; Rasch, B. Finding form: Towards an architecture of the minimal, 5th ed.; (S. Schanz, Deutscher Werkbund Bayern, & Museum Villa Stuck, Eds.; 5th ed.); Ed. ; Axel Menges: Fellbach, 2006; ISBN 9783930698660. [Google Scholar]
- Happold, E.; Liddell, W.I. Timber Lattice Roof for the Mannheim Bundesgartenschau. Struct. Eng. 1975, 53(3), 99–135. [Google Scholar]
- Institut für Leichte Flächentragwerke, null; Sonderforschungsbereich Weitgespannte Flächentragwerke, null Multihalle Mannheim; 1978. [CrossRef]
- Liddell, I. Frei Otto and the Development of Gridshells. Case Stud. Struct. Eng. 2015, 4, 39–49. [Google Scholar] [CrossRef]
- Dickson, M. On Frei Otto's Philosophy of Widespan Lightweight Structures. In Widespan Roof Structures; Barnes, M., Dickson, M., Eds.; Thomas Telford: London, UK, 2000; pp. 17–30. [Google Scholar] [CrossRef]
- Musmeci, S. Il Calcolo Elettronico e la Creazione di Nuove Forme Strutturali. In Architettura & Computer; Zevi, M., Ed.; Bolzoni: Rome, Italy, 1972; pp. 149–166. [Google Scholar]
- Musmeci, S. Ponte sul Basento a Potenza. Ind. Ital. Cem. 1977, (2), 77–98. [Google Scholar]
- Schek, H.-J. The Force Density Method for Form Finding and Computation of General Networks. Comput. Methods Appl. Mech. Eng. 1974, 3, 115–134. [Google Scholar] [CrossRef]
- Linkwitz, K. Formfinding by the “Direct Approach” and Pertinent Strategies for the Conceptual Design of Prestressed and Hanging Structures. Int. J. Space Struct. 1999, 14, 73–87. [Google Scholar] [CrossRef]
- Barnes, M.R. Form-Finding and Analysis of Tension Space Structures by Dynamic Relaxation. Ph.D. Thesis, City University London, London, UK, 1977. [Google Scholar]
- Barnes, M.R. Form-Finding and Analysis of Prestressed Nets and Membranes. Comput. Struct. 1988, 30, 685–695. [Google Scholar] [CrossRef]
- Barnes, M.R. Form Finding and Analysis of Tension Structures by Dynamic Relaxation. Int. J. Space Struct. 1999, 14, 89–104. [Google Scholar] [CrossRef]
- Kilian, A.; Ochsendorf, J. Particle-Spring Systems for Structural Form Finding. J. Int. Assoc. Shell Spat. Struct. 2005, 46, 77–84. [Google Scholar]
- Heyman, J. The Masonry Arch; Ellis Horwood: Chichester, UK, 1982. [Google Scholar]
- Block, P. Thrust Network Analysis: Exploring Three-Dimensional Equilibrium. Ph.D. Thesis, Massachusetts Institute of Technology, Cambridge, MA, USA, 2009. [Google Scholar]
- Fraddosio, A.; Lepore, N.; Piccioni, M.D. Thrust Surface Method: An Innovative Approach for the Three-Dimensional Lower Bound Limit Analysis of Masonry Vaults. Eng. Struct. 2020, 202, 109846. [Google Scholar] [CrossRef]
- Rippmann, M.; Lachauer, L.; Block, P. Interactive Vault Design. Int. J. Space Struct. 2012, 27, 219–230. [Google Scholar] [CrossRef]
- Piker, D. Kangaroo: Form Finding with Computational Physics. Archit. Des. 2013, 83, 136–137. [Google Scholar] [CrossRef]
- Bechthold, M. Innovative Surface Structures: Technologies and Applications; Taylor & Francis: New York, NY, USA, 2008. [Google Scholar]
- Kolb, D.A. Experiential Learning: Experience as the Source of Learning and Development; Prentice-Hall: Englewood Cliffs, NJ, USA, 1984. [Google Scholar]
- Piaget, J.; Inhelder, B. The Psychology of the Child; Basic Books: New York, NY, USA, 1972. [Google Scholar]
- Bruner, J.S. Toward a Theory of Instruction; Harvard University Press: Cambridge, MA, USA, 1966. [Google Scholar]
- Schön, D.A. The Reflective Practitioner: How Professionals Think in Action; Basic Books: New York, NY, USA, 1983. [Google Scholar]
- Papert, S. Mindstorms: Children, Computers, and Powerful Ideas; Basic Books: New York, NY, USA, 1980. [Google Scholar]
- Oxman, R. Think-Maps: Teaching Design Thinking in Design Education. Des. Stud. 2004, 25, 63–91. [Google Scholar] [CrossRef]
- Salama, A.M. Spatial Design Education: New Directions for Pedagogy in Architecture and Beyond, 2nd ed.; Routledge, 2016; ISBN 9781315610276. [Google Scholar]
- Braun, V.; Clarke, V. Using Thematic Analysis in Psychology. Qual. Res. Psychol. 2006, 3, 77–101. [Google Scholar] [CrossRef]





| Survey Item | Before (Mean ± SD) | After (Mean ± SD) | Change |
|---|---|---|---|
| Confidence in understanding structural behavior | 3.87 ± 0.68 | 4.57 ± 0.50 | +0.70 |
| Understanding tension/compression | 3.93 ± 0.83 | 4.43 ± 0.63 | +0.50 |
| Interest in structural design | 4.70 ± 0.65 | 4.87 ± 0.43 | +0.17 |
| Understanding the role of form-finding in structural efficiency | 3.90 ± 1.21 | 4.43 ± 0.68 | +0.53 |
| Familiarity with ICMs | 3.57 ± 1.25 | 5.00 ± 0.00 | +1.43 |
| Perceived usefulness of physical models for understanding structural principles | 4.47 ± 1.07 | 4.77 ± 0.43 | +0.30 |
| Intention to apply ICMs in future design projects | 3.40 ± 1.04 | 3.93 ± 0.98 | +0.53 |
| Perception of structural design as creative component of architecture | 4.50 ± 0.68 | 4.67 ± 0.48 | +0.17 |
| Perceived usefulness of digital tools | 4.47 ± 0.82 | 4.73 ± 0.52 | +0.27 |
| Perceived impact of hands-on learning on student engagement | 4.87 ± 0.43 | 4.90 ± 0.40 | +0.03 |
| Main Category | Frequency (%) | Illustrative quote (IQ) |
|---|---|---|
| (Intuitive) understanding structural forces | 87% | IQ1: Physical models offer tactile and intuitive understanding of form and force. |
| Learning through making | 80% | IQ2: Although at times it was frustrating to make an analog model, and improvements asked for patience, it helped us understand both vault behavior and the logic of the digital model. |
| Creative application | 77% | IQ3: Iterative form exploration helped bridge the gap between conceptual design and construction, allowing structural and aesthetic criteria to be developed simultaneously. |
| Acquisition of new skills | 63% | IQ4: Although it was my first experience with Spider3D, the workflow was accessible and motivated me to further develop my parametric design skills. |
| Visual-spatial engagement | 23% | IQ5: Creating physical models is useful during the early stages of design for identifying equilibrium forms and evaluating spatial qualities such as proportion, functionality, and spatial relationships. |
| Material logic | 17% | IQ 6: Making analog model helped me realize that the properties of the obtained form are largely a consequence of the characteristics of the material used for modelling. |
Disclaimer/Publisher’s Note: The statements, opinions and data contained in all publications are solely those of the individual author(s) and contributor(s) and not of MDPI and/or the editor(s). MDPI and/or the editor(s) disclaim responsibility for any injury to people or property resulting from any ideas, methods, instructions or products referred to in the content. |
© 2026 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).