Results 121 to 130 of about 8,074 (196)
Risk Analysis, Volume 46, Issue 8, August 2026.ABSTRACT This study examines the impact of epistemic uncertainties on the seismic risk of a critical transport system, the Campania railway network, during the ongoing bradyseismic unrest at Campi Flegrei, south of Italy. Seismic risk is quantified as the length of the railway requiring post‐event inspection, an operational proxy for service disruption.
Raffaele De Risi +3 more
wiley +1 more source
Another Support Pier for the high span of the De Soto Bridge [PDF]
, 1956 Building another support pier for the high span of the De Soto ...
core
Photograph of Pleasure Pier Bridge, built in 1913. The bridge is partially drawn up over a canal.
core
Structural collapse analysis of a Bailey bridge [PDF]
, 2016 This paper investigates the structural collapse of an existing Bailey bridge. The bridge was in- stalled to replace a flood-damaged bridge and provide river crossing for pedestrians and vehicle traffic.
BIONDINI, FABIO, MALERBA, PIER GIORGIO
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[First Pleasure Pier Bridge] [PDF]
Photograph of the Pleasure Pier Bridge in Port Arthur, TX. The bridge spans the canal through town. The bridge is partially raised.
core
Fishing on Bradenton Beach Pier [PDF]
, 1986 A man fishes off Bradenton Beach Fishing Pier. The pier was created from the remaining section of the 1921 wooden Cortez Bridge that led from Cortez Road to Anna Maria ...
The Bradenton Herald
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Railroad Bridge with Pier #2 Completed, Pierre, Hughes County [PDF]
, 1907 6 x 8 photograph, concrete pier surrounded by beams with a man standing on the top6778 H96-048 Photograph Albums 2 of 2 H96-048 6778 Index 4. Pier No. 2 complete. Jan 31th.
Pilkington, Harry
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Probabilistic Approach to Local Bridge Pier Scour [PDF]
, 1992 A method is presented for evaluating the risk of failure of bridge structures due to pier scour during flood events. The method takes into account the hydrodynamics of the flow field in the vicinity of the pier.
Singh, Vijay P. +2 more
core
Natural period and damping of bridge piers on piles [PDF]
, 1999 An analytical method is implemented for the effective period and damping of pile-supported bridge piers founded on multi-layered soil. A dynamic Winkler model is utilized to represent the soil-pile interaction in the analysis of bridge pier response. The
Gerolymos, N +5 more
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New experimental configuration for investigation of debris accumulation effect on local scour at bridge pier and abutment. [PDF]
Sci RepAbousaeidi Z +4 more
europepmc +1 more source