Search Results - "Hurlebaus, Stefan"
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1
Probabilistic demand model and performance-based fragility estimates for RC column subject to vehicle collision
Published in Engineering structures (01-09-2014)“…Vehicle collision is one of the most likely causes of structural failure. The infrastructure facilities, service industry, housing and office spaces, power…”
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2
Summary Review of GPS Technology for Structural Health Monitoring
Published in Journal of structural engineering (New York, N.Y.) (01-10-2013)“…AbstractOver the last two decades, global positioning system (GPS) technology has been developed rapidly and recently applied to civil structures for…”
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3
Adaptive control of base-isolated structures against near-field earthquakes using variable friction dampers
Published in Engineering structures (01-12-2011)“…This paper investigates the effectiveness of two adaptive control strategies for modulating the control force of variable friction dampers (VFDs) that are…”
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4
ASR/DEF related expansion in structural concrete: Model development and validation
Published in Construction & building materials (15-12-2016)“…•Minimalist semi-empirical model simulates ASR/DEF expansion strains in RC.•Accounts for reinforcement ratio, external loads, and environmental…”
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5
A probabilistic damage detection approach using vibration-based nondestructive testing
Published in Structural safety (01-09-2012)“…► A Bayesian model updating and a vibration-based damage detection method are combined. ► Uncertainties that occur in damage detection process are properly…”
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6
Nondestructive evaluation of grout defects in internal tendons of post-tensioned girders
Published in NDT & E international : independent nondestructive testing and evaluation (01-10-2018)“…Post-tensioning systems provide safe and efficient construction solutions for long span bridges. Despite the improved grouting practices over the past decade,…”
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7
Performance of D-Regions Affected by Alkali-Silica Reaction: Experimental and Analytical Study
Published in Journal of structural engineering (New York, N.Y.) (01-09-2017)“…AbstractThis paper describes the experimental performance of D-region reinforced concrete bent specimens affected by varying levels of alkali-silica reaction…”
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8
Prioritization of a Bridge Inventory for Historic Preservation: A Case Study for Tarrant County, Texas
Published in Public works management & policy (01-07-2018)“…Funding is currently limited for transportation projects in general and even more so for historic bridge preservation. Because of this limitation on resources,…”
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Non-destructive testing methods to identify voids in external post-tensioned tendons
Published in KSCE journal of civil engineering (01-03-2012)“…A considerable number of Post-Tensioned (PT) bridges have been constructed because PT systems enable them to carry significant traffic loads and have an…”
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10
Determination of the repair grout volume to fill voids in external post-tensioned tendons
Published in Structural engineering and mechanics (10-04-2012)“…Recently, investigated failures of external post-tensioned (PT) tendons have called attention to the corrosion of strands in PT bridges, and the prevention of…”
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11
Simulation of repair grout flow in external tendon system
Published in KSCE journal of civil engineering (01-11-2012)“…The corrosion of voided tendons has been a long-standing issue in Post-Tensioned (PT) systems because it can lead to the failure of tendons and deteriorate…”
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12
Enhancing durability of ASTM A416 prestressed steel wires against hydrogen embrittlement
Published in Electrochimica acta (10-11-2023)“…In the face of aggressive environment, cathodic protection shows promise as a solution to reducing the risk associated with corrosion initiation and…”
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13
Determination of the repair grout volume to fill voids in external post-tensioned tendons
Published in Structural engineering and mechanics (2012)“…Recently, investigated failures of external post-tensioned (PT) tendons have called attention to the corrosion of strands in PT bridges, and the prevention of…”
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14
Non-Destructive Evaluation Method Based On Dynamic Invariant Stress Resultants
Published in MATEC web of conferences (01-01-2015)“…Most of the vibration based damage detection methods are based on changes in frequencies, mode shapes, mode shape curvature, and flexibilities. These methods…”
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Journal Article Conference Proceeding -
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Semi-active adaptive control of seismically excited 20-story nonlinear building
Published in Engineering structures (01-11-2013)“…•The SACM is used to control the response of a tall building with nonlinear behavior.•The SACM is modified in a way to be appropriate for nonlinear civil…”
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16
Evaluation of a Load Cell-Based Bridge Weigh-in-Motion System
Published in Transportation research record (29-07-2024)“…A bridge weigh-in-motion (B-WIM) system utilizes an instrumented bridge to obtain the axle information (weights, number, and spacings) and weight information…”
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17
Semiactive nonlinear control of a building with a magnetorheological damper system
Published in Mechanical systems and signal processing (01-02-2009)“…This paper proposes a linear matrix inequality (LMI)-based systematic design methodology for nonlinear control of building structures equipped with a…”
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18
Evaluation of Link Slab Performance on Texas Highway Bridges
Published in Transportation research record (17-04-2024)“…Multispan bridges with simply-supported girders are straightforward to construct and economical but have historically utilized expansion joints between the…”
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19
Optimal design of superelastic-friction base isolators for seismic protection of highway bridges against near-field earthquakes
Published in Earthquake engineering & structural dynamics (01-03-2011)“…The seismic response of a multi‐span continuous bridge isolated with novel superelastic‐friction base isolator (S‐FBI) is investigated under near‐field…”
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20
Application of an SMA-based hybrid control device to 20-story nonlinear benchmark building
Published in Earthquake engineering & structural dynamics (25-10-2012)“…SUMMARY This paper investigates the seismic response control of a 20‐story nonlinear benchmark building with a new recentering variable friction device (RVFD)…”
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