Show simple item record

contributor authorTianhao Zhang; Ken’ichi Kawaguchi; Minger Wu
date accessioned2019-03-10T11:56:31Z
date available2019-03-10T11:56:31Z
date issued2019
identifier other%28ASCE%29BE.1943-5592.0001378.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254526
description abstractMovable bridges are interesting and feasible solutions at the crossover point of transportations, providing fascinating landscapes and significant engineering challenges. This paper presents a new structural system applied to a movable cable-stayed footbridge. It is an S-shaped curved bridge suspended by cables, and can be opened with a moving mechanism coupled with the torsional deformation. In this paper, we clarify the mechanical behavior of the structural system through a preliminary analysis. We propose novel concepts of the twistable deck, aiming to improve the dynamic performance of the structural system. We trace the moving process of the structure by decoupling the elastic deformation and the rigid displacement. We confirm the validity and versatility of the proposed structural system through the optimal shapes for the footbridges in different cases with respect to the symmetricity and serviceability. The concept of the movable structural system proposed herein is believed to be feasible for application to the design of movable footbridges based on the preliminary analysis.
publisherAmerican Society of Civil Engineers
titleConcept and Preliminary Analysis of Novel Movable Structural System for Cable-Stayed Footbridge
typeJournal Paper
journal volume24
journal issue4
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0001378
page04019021
treeJournal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 004
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record