Results 121 to 130 of about 301 (182)

Coniferous Trees as Bioinspiration for Designing Long Reinforced Prestressed Concrete Columns. [PDF]

Biomimetics (Basel)
Toader TN, Mircea CG, Truta AM, Constantinescu H.   +3 more
europepmc   +1 more source

Study on the mechanical characteristics and anchorage performance of the anchor cable with precast internal-anchor-head (PIAC). [PDF]

Sci Rep
Liu B, Zhang Y, Yuan K, Li J, Cui J, Wan J, Fan J.   +6 more
europepmc   +1 more source

A hybrid experimental-numerical framework for prestressed concrete bridge model validation and sensor placement optimization: a case study. [PDF]

Sci Rep
Jayasinghe SC, Mahmoodian M, Alavi A, Sidiq A, Sun Z, Shahrivar F, Chan R, Thangarajah J, Setunge S.   +8 more
europepmc   +1 more source

Behavior of monostrand anchors in unbonded post tension flat slab system. [PDF]

Heliyon
Khatib M, Abou Saleh Z, Baalbaki O, Hamdan Z.   +3 more
europepmc   +1 more source

Seismic performance evaluation of precast post-tensioned high-performance concrete frame beam-column joint under cyclic loading. [PDF]

Sci Rep
Pang X, Li Y.
europepmc   +1 more source

Deep learning-based framework for time-dependent reliability analysis of a cable-stayed bridge with corroded PSC box girders under gravity loads. [PDF]

Sci Rep
Kim J, Kim J, Kim T.
europepmc   +1 more source

A novel bridge wind-induced vibration response prediction algorithm based on temporal convolution network. [PDF]

PLoS One
Qu Y, Bai X, Zhu T, Zuo S.
europepmc   +1 more source

Behavior of Prestressed Concrete Beams with CFRP Strands

, 2000
openaire   +2 more sources

Computational analysis of curved prestressed concrete box-girder bridges using finite element method. [PDF]

Sci Rep
Ojha S, Pal P, Mehta PK.
europepmc   +1 more source

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Redevelopment of Prestressing Force in Severed Prestressed Strands

Journal of Bridge Engineering, 2011
The flexural capacity rating of prestressed girders having severed or corroded strands often progresses by simply neglecting the contribution of the affected strands from the girder section and assessing the capacity. While this is an adequate approach at the affected section, it is conservative elsewhere along the span, assuming that fully bonded ...
Jarret Kasan, Kent A. Harries
openaire   +1 more source