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[null,"1.","Record Nr.",null,"UNISA996534959603316"]
[null,null,"Autore",null,"DUKE, Francis"]
[null,null,"Titolo",null,"An answer to some of the principal Quakers which deceive the people : but more particularly to a book of John Chandler's called or known by this title, A narrative plainly shewing that the priests of England are as truly Antichrist ... as the Pope and his clergy, denying Christ to be both a king, a priest, and a prophet : with a serious warning to the Parliament not to uphold and maintain them by a law under any pretence whatsoever ... / / by Francis Duke of Westminster"]
[null,null,"Pubbl/distr/stampa",null,"London, : Printed by T.N. for Miles Michel the younger, 1660"]
[null,null,"Descrizione fisica",null,"Testo elettronico (PDF) (88 p.)"]
[null,null,"Disciplina",null,"289.6"]
[null,null,"Soggetti",null,"Quaccheri"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Risorsa elettronica"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Sommario/riassunto","Riproduzione dell'originale nella Trinity College Library, Cambridge University"]
[null,"2.","Record Nr.",null,"UNINA9910346721403321"]
[null,null,"Autore",null,"Anders Isabel"]
[null,null,"Titolo",null,"Stoffgesetz zur Beschreibung des Kriech- und Relaxationsverhaltens junger normal- und hochfester Betone"]
[null,null,"Pubbl/distr/stampa",null,"KIT Scientific Publishing, 2013"]
[null,null,"ISBN",null,"1000035242"]
[null,null,"Descrizione fisica",null,"1 online resource (XII, 221 p. p.)"]
[null,null,"Collana",null,"Karlsruher Reihe Massivbau, Baustofftechnologie, Materialprüfung / Institut für Massivbau und Baustofftechnologie ; Materialprüfungs- und Forschungsanstalt Karlsruhe"]
[null,null,"Soggetti",null,"History of engineering and technology"]
[null,null,"Lingua di pubblicazione",null,"Tedesco"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Sommario/riassunto","Within this work a material law was developed which correctly describes the creep and relaxation characteristics of young and mature normal strength and high-strength concretes. It is based on an aging thermodynamically sound rheological model and considers the complex nonlinear creep behavior under constant and variable stresses. In case of relaxation the corresponding integral relation is solved by means of a numerical algorithm."]