A nonlinear approach to the wind strength of Gothic Cathedrals: The case of Notre Dame of Paris-Reference-Cited by-同舟云学术

A nonlinear approach to the wind strength of Gothic Cathedrals: The case of Notre Dame of Paris

Published:2019-03 Issue: Volume:183 Page:860-873
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Vannucci P.,Masi F.,Stefanou I.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference19 articles.

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2. Chien N, Feng Y, Want HH, Siao TT. Wind tunnel studies of pressure distribution on elementary building forms. Technical report, Institute of Hydraulics Research, University of Iowa, Ames, Iowa; 1951.

3. Wind strength of Gothic Cathedrals;Coccia;Eng Fail Anal,2015

4. Statics of historic masonry constructions;Como,2013

5. The treatment of wind loads on tall buildings;Davenport,1967

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