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The historical development of the method is briefly reviewed and a full description is then given which accounts for cable or strut elements, membrane elements and spline beam elements. All of these elements are implemented in their natural stiffness form allowing for gross geometrical and material non-linearities, with automatic controls to ensure stablility and convergence of the method.<\/jats:p>","DOI":"10.1260\/0266351991494722","type":"journal-article","created":{"date-parts":[[2002,10,1]],"date-time":"2002-10-01T19:42:55Z","timestamp":1033501375000},"page":"89-104","source":"Crossref","is-referenced-by-count":388,"title":["Form Finding and Analysis of Tension Structures by Dynamic Relaxation"],"prefix":"10.1177","volume":"14","author":[{"given":"Michael R.","family":"Barnes","sequence":"first","affiliation":[{"name":"Professor of Civil Engineering, University of Bath, U.K."}],"role":[{"vocabulary":"crossref","role":"author"}]}],"member":"179","published-online":{"date-parts":[[1999,6,1]]},"reference":[{"key":"bibr1-0266351991494722","unstructured":"Otter J.R.H., Day A.S., Tidal computations, The Engineer, Jan. 1960."},{"key":"bibr2-0266351991494722","volume":"85","author":"Newmark N.M.","year":"1959","journal-title":"J. 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