⌘+K

Pulse Explore Communities Researchers Journals

Home Communities Explore

January 1, 2013Bridge Structures

Serviceability of segmental concrete arch-frame bridges built by cantilevering

Michele Fabio Granata Marcello Arici

View at Publisher

Ask AI

Bookmark

Share

Abstract

The evaluation of the safety degree in service life for a segmental prestressed concrete bridge built by the cantilever method, presents different aspects related to strength, deformability, durability and to effects of time-dependent phenomena as cr

Discussion

No takes yet. Share an insight, caveat, or question.

Cite This Study

Granata et al. (2013) studied this question.

synapsesocial.com/papers/6a945a2d5e508145153ed6ef https://doi.org/10.3233/brs-130049

View at Publisher

Ask AI

Bookmark

Share

Keep reading

Synapse has enriched 5 related papers. Consider them for comparative context:

1Buckling load parameter analysis of rectangular plate with full and partial stiffeners under uniaxial and biaxial loading conditionsBridge Structures · Fri,
2Evaluation of actual yield strength in existing steel bridges using miniature compression testBridge Structures · Fri,
3A surrogate modeling approach for rapid moving-load prediction of steel box girder bridges within a unified COMSOL frameworkBridge Structures · Thu,
4Modified load rating procedure for cast-in-place reinforced concrete box culverts in LouisianaBridge Structures · Wed,
5Stability analysis of a three-span continuous single-rib steel box tied-arch bridgeBridge Structures · Fri,

More from Bridge Structures

Experimental evaluation of formwork type and release agents in relation to strength, durability, and surface quality of concreteMon,
Response of skew-curved RC box-girder bridge decks using finite element methodSat,
Live load moment distribution effect of intermediate diaphragms in precast concrete I-girder bridgesThu,
Research and guideline synthesis for horizontally curved steel I-girder bridgesSun,
Transmissibility performance of highly damped stationary vehicle and its contact-point response for indirect bridge health monitoring: Theory and experimentWed,