Prestressed structures are widely employed in bridges and large‐span spatial structures,
and the accurate evaluation of prestress state is of great importance for structural …

The short-term vibration response of uncracked prestressed concrete (PC) members under
long-age conditions was investigated. No study has examined long-term phenomena of …

In this study, the quantification of temperature effect on impedance monitoring via a PZT
interface for prestressed tendon-anchorage is presented. Firstly, a PZT interface-based …

An important issue in impedance‐based damage monitoring is to deploy sensors in proper
positions in which damage‐sensitive impedance responses can be captured effectively. In …

Testing methods are required for estimating prestress losses in Prestressed Concrete (PC)
girder-bridges. They mainly include destructive approaches which cause significant …

This paper describes the outcome of static 3-point bending testing and output-only
experimental modal analysis on 9 post-tensioned concrete beams. Static 3-point bending …

In this paper, structural identification of a cable-stayed bridge under back-to-back typhoons
is performed using vibration responses measured by a wireless sensor system. Firstly, a …

In this study, the severity of damage in tendon anchorage caused by the loss of tendon
forces is quantitatively identified by using the PZT interface-based impedance monitoring …

In this study, the effect of temperature variation on prestress force monitoring by fiber Bragg
grating (FBG) sensors embedded in prestressing tendons of prestressed concrete (PSC) …

Autonomous damage identification of submerged structure-foundation systems is
challenging due to the difficulty of acquiring damage-induced system responses for training …