Analysis and visualization of equilibrium in masonry structures

Thesis: S.M. in Computer Science and Engineering, Massachusetts Institute of Technology, Department of Electrical Engineering and Computer Science, 2014. === Cataloged from PDF version of thesis. === Includes bibliographical references (pages [41]-44). === This thesis presents novel analysis and vis...

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Main Author: Shin, Hijung Valentina
Other Authors: Frédo Durand and John A. Ochsendorf.
Format: Others
Language:English
Published: Massachusetts Institute of Technology 2014
Subjects:
Online Access:http://hdl.handle.net/1721.1/87950
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spelling ndltd-MIT-oai-dspace.mit.edu-1721.1-879502019-05-02T16:04:14Z Analysis and visualization of equilibrium in masonry structures Shin, Hijung Valentina Frédo Durand and John A. Ochsendorf. Massachusetts Institute of Technology. Department of Electrical Engineering and Computer Science. Massachusetts Institute of Technology. Department of Electrical Engineering and Computer Science. Electrical Engineering and Computer Science. Thesis: S.M. in Computer Science and Engineering, Massachusetts Institute of Technology, Department of Electrical Engineering and Computer Science, 2014. Cataloged from PDF version of thesis. Includes bibliographical references (pages [41]-44). This thesis presents novel analysis and visualization methods to explore the equilibrium of masonry structures. Following a previous approach, we model the stability problem as a quadratic program. When a structure is unstable the quadratic program returns a measure of infeasibility. We extend this model to include tensile structures such as cables. Then, we derive a closed-form gradient of stability with respect to geometry modifications, and apply it to the design of structurally sound buildings. In addition, we analyze various properties related to the equilibrium state of structures and visualize the result. We study the sensitivity of equilibrium with respect to block weights, and from that we trace the flow of forces in the structure. Finally, we compare the equilibrium approach to the finite element analysis (FEA) method-the most widely used alternative. We point out the disadvantage of FEA that comes from formulating the contact constraints and propose an improvement based on an iterative constraint relaxation algorithm. by Hijung Valentina Shin. S.M. in Computer Science and Engineering 2014-06-13T22:35:39Z 2014-06-13T22:35:39Z 2014 2014 Thesis http://hdl.handle.net/1721.1/87950 880417323 eng M.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission. http://dspace.mit.edu/handle/1721.1/7582 44 pages application/pdf Massachusetts Institute of Technology
collection NDLTD
language English
format Others
sources NDLTD
topic Electrical Engineering and Computer Science.
spellingShingle Electrical Engineering and Computer Science.
Shin, Hijung Valentina
Analysis and visualization of equilibrium in masonry structures
description Thesis: S.M. in Computer Science and Engineering, Massachusetts Institute of Technology, Department of Electrical Engineering and Computer Science, 2014. === Cataloged from PDF version of thesis. === Includes bibliographical references (pages [41]-44). === This thesis presents novel analysis and visualization methods to explore the equilibrium of masonry structures. Following a previous approach, we model the stability problem as a quadratic program. When a structure is unstable the quadratic program returns a measure of infeasibility. We extend this model to include tensile structures such as cables. Then, we derive a closed-form gradient of stability with respect to geometry modifications, and apply it to the design of structurally sound buildings. In addition, we analyze various properties related to the equilibrium state of structures and visualize the result. We study the sensitivity of equilibrium with respect to block weights, and from that we trace the flow of forces in the structure. Finally, we compare the equilibrium approach to the finite element analysis (FEA) method-the most widely used alternative. We point out the disadvantage of FEA that comes from formulating the contact constraints and propose an improvement based on an iterative constraint relaxation algorithm. === by Hijung Valentina Shin. === S.M. in Computer Science and Engineering
author2 Frédo Durand and John A. Ochsendorf.
author_facet Frédo Durand and John A. Ochsendorf.
Shin, Hijung Valentina
author Shin, Hijung Valentina
author_sort Shin, Hijung Valentina
title Analysis and visualization of equilibrium in masonry structures
title_short Analysis and visualization of equilibrium in masonry structures
title_full Analysis and visualization of equilibrium in masonry structures
title_fullStr Analysis and visualization of equilibrium in masonry structures
title_full_unstemmed Analysis and visualization of equilibrium in masonry structures
title_sort analysis and visualization of equilibrium in masonry structures
publisher Massachusetts Institute of Technology
publishDate 2014
url http://hdl.handle.net/1721.1/87950
work_keys_str_mv AT shinhijungvalentina analysisandvisualizationofequilibriuminmasonrystructures
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