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Philippe Block

Researcher at ETH Zurich

Publications -  139
Citations -  3492

Philippe Block is an academic researcher from ETH Zurich. The author has contributed to research in topics: Masonry & Formwork. The author has an hindex of 24, co-authored 133 publications receiving 2740 citations. Previous affiliations of Philippe Block include École Polytechnique Fédérale de Lausanne & Massachusetts Institute of Technology.

Papers
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Journal Article

Thrust network analysis : a new methodology for three-dimensional equilibrium

TL;DR: In this paper, a new methodology for generating compression-only vaulted surfaces and networks is presented, which is applicable for the analysis of vaulted historical structures, specifically in unreinforced masonry, and the design of new vaulted structures.
Journal ArticleDOI

Real-time limit analysis of vaulted masonry buildings

TL;DR: In this article, a series of analytical tools that are fast and easy to use in real-time, but at the same time rigorous and highly accurate, are presented to explore relationships between building geometry and possible equilibrium conditions in real time.
BookDOI

Shell structures for architecture : form finding and optimization

TL;DR: Ressenya del llibre: Shell structures for architecture: form finding and optimization by Sigrid Adriaenssens, Philippe Block, Diederik Veenendaal and Chris Williams.
Journal ArticleDOI

An overview and comparison of structural form finding methods for general networks

TL;DR: A single computational framework using a sparse branch-node data structure is presented, showing how each method approaches the initial equilibrium problem, defines and linearizes the equilibrium equations applied to linear elements, and uses particular solving strategies.
Dissertation

Thrust Network Analysis : exploring three-dimensional equilibrium

TL;DR: In this article, the authors presented a new methodology for generating compression-only vaulted surfaces and networks using projective geometry, duality theory and linear optimization, which is applicable for the analysis of vaulted historical structures, specifically in unreinforced masonry, as well as the design of newVaults.