candela1
candela2
Geometry and Construction Optimization: An example using Felix Candela’s Church of St. Joseph the Craftsman in Mexico
Abstract
Introduction
Geometry and Construction Optimization
Calculation of Structural Properties of Both Models Using Femap with NX Nastran
Structural Properties of the Existing Building
Structural Properties of the New Model
Comparison of Construction Properties of the New and the Existing Building
Digital Fabrication of Elements
Conclusions
References
candela3
candela5+zip4
candela6
The analysis and behavior of thin-steel hyperbolic paraboloid shells
candela7
candela8
candela9
candela10
Missouri University of Science and Technology
Scholars' Mine
9-1-1971
The analysis and behavior of thin-steel hyperbolic paraboloid shells
Peter Gergely
P. V. Banavalkar
J. E. Parker
Recommended Citation
candela11
candela12
candela13
candela14
candela15
candela16
candela17
candela18
candela19
candela21
Design process for prototype concrete shells using a hybrid cable-net and fabric formwork
1 Introduction
1.1 Context of research project
1.2 Objectives
2 Historical overview of related work
2.1 Fabric-formed shells
2.2 Hyperbolic paraboloid shells
2.3 Fabric-formed hypars
2.4 Recent fabric-formed anticlastic shells
2.5 Discrete flexible formworks
3 Methodology
3.1 Boundary conditions and initial shape
3.2 Target shape
3.3 Cable-net topology design
3.4 Cutting patterns
3.5 Target loads
3.6 Best-fit optimization
3.7 Materialization
3.8 Static analysis
3.9 Implementation
4 Results
4.1 External frame
4.2 Cable net and prestress
4.3 Fabric
4.4 Concrete
4.5 Construction
4.6 Cost estimation
4.7 Measurements and accuracy
5 Discussion
6 Conclusions
Acknowledgements
References
Felix Candela - Hyperbolic Paraboloid
1-AAA-AAA_mccoesth_33483
2-AAA-AAA_mccoesth_33482
3-AAA-AAA_mccoesth_33483
4-AAA-AAA_mccoesth_33484
5-AAA-AAA_mccoesth_33485
6-AAA-AAA_mccoesth_33486
7-AAA-AAA_mccoesth_33487
8-AAA-AAA_mccoesth_33488