Analysis of Eduardo Torroja's Tempul Aqueduct an important precursor of modern cable-stayed bridges, extradosed bridges and prestressed concrete

被引:17
作者
Antonio Lozano-Galant, Jose [1 ]
Paya-Zaforteza, Ignacio [2 ]
机构
[1] Univ Castilla La Mancha, Escuela Tecn Super Ingenieros Caminos Canales & P, Avda Camilo Jose Cela S-N, E-13071 Ciudad Real, Spain
[2] Univ Politecn Valencia, ICITECH, Dept Ingn Construcc, Camino Vera S-N, E-46022 Valencia, Spain
关键词
Tempul aqueduct; Cable-stayed bridge; Extradosed bridge; Prestressed concrete; Eduardo Torroja; TEMPORARY SUPPORTS; STRUCTURAL ART; STAGGERED CONSTRUCTION; SIMULATION; ALGORITHM; BEHAVIOR; DESIGN; STATE; WORK; ROOF;
D O I
10.1016/j.engstruct.2017.07.057
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper describes a study of the Tempul Aqueduct, one of the first structures designed and built by Eduardo Torroja. At a time when computers did not exist, Torroja's courage and innovation were outstanding. He was in no way constrained by a lack of theoretical knowledge, inadequate materials and the contemporary doubts about cable-stayed structures. In fact, he was able to build one of the world's first prestressed concrete structures, and a precursor to modern cable-stayed and extradosed bridges. This paper briefly reviews the history of the Tempul Aqueduct, gives the results of the analysis of this structure by several Finite Element Models (FEMs), and compares the FEM results to those obtained by Torroja himself. The FEM results confirm the validity of Torroja's conceptual design. The paper also contains a detailed analysis of the influence of the structural system on the behavior of the bridge and the effect of removing the live loads with the aim of providing a better understanding of the context and behavior of the Tempul aqueduct. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:955 / 968
页数:14
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