Reliability-based sensitivity analysis for prestressed concrete girder bridges

Abstract

In this paper, the authors calculate the reliability indices for prestressed concrete girders using new statistical parameters for materials and load components. Various types of girders are considered, with spans ranging from 80 to 200 feet and girder spacings from 8 to 10 feet. The paper also presents a derivation of sensitivity functions for parameters affecting prestressed concrete girder performance, focusing in particular on bending capacity.

Cite this work

No public copy is stored for this record, so only the metadata is cited.

Stored only when both papers are in the corpus — 20 citations exist upstream.

Papers that cite the same references — the relational fallback while embeddings are still backfilling.