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contributor authorKuo-Liang Lee
contributor authorYang Su
date accessioned2017-05-08T21:54:41Z
date available2017-05-08T21:54:41Z
date copyrightOctober 2013
date issued2013
identifier other%28asce%29me%2E1943-5479%2E0000188.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66214
description abstractTaiwan is in a seismically active zone because it is located in the earthquake-prone Pacific ring of fire. The cracks in lightweight partition walls caused by frequent earthquakes decrease customer satisfaction and increase repair costs in the case company. This research demonstrates how a Six Sigma team can determine and improve the key input variables affecting the cracks in lightweight partition walls. A case study methodology is used in this research to illustrate the tools of Six Sigma by using the project charter to define problems, by using tools of process mapping to display all the input and output variables affecting cracks in lightweight partition walls, by using the C&E (cause-and-effect) Matrix to select highly correlated input variables, and by using failure modes and effects analysis (FMEA) to identify causes of the cracks. Unlike conventional Six Sigma, finite-element analysis (FEA) simulation software ABAQUS was used instead of statistical tools to verify variables and to identify initial causes of cracks because data collecting was time consuming. The results showed that a 1-cm preset spacing between the board and the main structure substantially reduces cracks caused by earthquakes. A new earthquake-proof construction method has been developed based on the finding of this research and was recently granted a new patent (M 431196) by the Intelligent Property Office in Taiwan.
publisherAmerican Society of Civil Engineers
titleApplying Six Sigma to Quality Improvement in Construction
typeJournal Paper
journal volume29
journal issue4
journal titleJournal of Management in Engineering
identifier doi10.1061/(ASCE)ME.1943-5479.0000155
treeJournal of Management in Engineering:;2013:;Volume ( 029 ):;issue: 004
contenttypeFulltext


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