Results 201 to 210 of about 14,470 (267)

Geometry-Driven Control of Linear and Nonlinear Optical Responses in <i>p</i>‑Nitroaniline: Insights into Structure-Property Relationships and Thermal Robustness. [PDF]

ACS Omega
Manzoni V, Gester RM, da Cunha AR, Pagola GI, Quinteiro Rosen GF, Provasi PF.   +5 more
europepmc   +1 more source

Experimental Investigation of the Flexural Performance of Continuous Self-Compacting Concrete Beams with Natural and Recycled Aggregates. [PDF]

Materials (Basel)
Petrović Ž, Milošević B, Spasojević Šurdilović M, Zorić A, Turnić D.   +4 more
europepmc   +1 more source

Dynamic experimental study on anti-progressive collapse of polyline-shaped large-span double-layer grid space structure. [PDF]

Sci Rep
Liu H, Lv Y, Wang F, Li G, Liu L, Pei B, Zhou Z.   +6 more
europepmc   +1 more source

Instantaneous and Cumulative Knee Joint Loading in Cycling With and Without Medial Knee Osteoarthritis. [PDF]

Scand J Med Sci Sports
Ebbecke J, Hansen L, Viellehner J, Edwards WB, Naeckel N, Potthast W.   +5 more
europepmc   +1 more source

Defect-Anchored Dipole Molecules Induce Surface Polarization Facilitating High-Performance Inverted Perovskite Solar Cells. [PDF]

Nanomicro Lett
Pan W, Wu J, Pan J, Wei S, Tan L, Li W, Wang D, Liu X, Xie Y, Lin J, Lan Z.   +10 more
europepmc   +1 more source

Lower-limb asymmetries in jump athletes during single-leg drop jump. [PDF]

Front Physiol
Li Y, Zhang X, Zhou Y, Sun Y.
europepmc   +1 more source

Moment redistribution caused by beam fracture in steel moment frames

Moment redistribution caused by beam fracture in steel moment frames
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Yield Safety, Cracking Control, and Moment Redistribution

Journal of Structural Engineering, 1992
Yield safety is introduced as a variable that controls both the cracking under service conditions and the permissible redistribution of ductile structural concrete frameworks at the ultimate limit state. Limiting values of the yield safety that ensure satisfaction of the code-specified cracking criteria are derived from the results of a comprehensive ...
Cohn, M. Z., Riva, P.
openaire   +2 more sources

MOMENT REDISTRIBUTION IN SKEWED SLAB BRIDGES.

Proceedings of the Institution of Civil Engineers, 1983
The behaviour of reinforced concrete, skewed slab bridges designed for standard highway loading is described. It is shown that the response at the serviceability and ultimate limit states is strongly influenced by the directions of reinforcing bars. However, redistributing reinforcement to avoid congestion did not greatly influence response to loading.
RJ COPE, PV RAO
openaire   +1 more source