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Although the behavior factor is less conservative in EC8, the net strength required by EC8 is significantly greater than the corresponding BCJ strength for steel moment frames, and it occurs because of the significantly larger design force stipulated for serviceability in EC8.
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An accurate estimate of natural frequencies is essential to correctly predict wind-induced acceleration for serviceability checks in the design of tall buildings.
When service stress limits were reached in SFRC slabs, crack widths were much smaller than common crack width limits, suggesting design for crack widths may be an appropriate method for addressing serviceability in SFRC slabs.
In the Japanese design standard (AIJ 2010), for beam and column members, controlling the occurrence of shear cracking under the long-term loading (summation of dead and live loadings) is the basic design concept for serviceability ensuring, as shown in Eq. (1).
This paper discusses the calibration of reliability index of RC beams in buildings for serviceability limit state of maximum crack width.
The algorithm accounts for serviceability and strength constraints as specified in BS 5950 19900).
In order to examine whether the net tensile stress (Δf ps ) of the prestressing strands exceeds the limitation specified in design codes for serviceability check of the Class C PSC members, the proposed method do not require the cracked section analysis that involves very complex and time-consuming iterative calculations.
(2) and (4) in the crack-controlled design for serviceability and reparability ensuring using the experiment.
In this paper the problems connected to the effective width evaluation for serviceability and ultimate analysis of steel concrete composite beams are analyzed.
The purpose of this study is to examine the level of applicability of the four specifications of the serviceability in cracking for concrete beams reinforced with ribbed glass fiber-reinforced polymer (GFRP) bar.
These considerations were needed for serviceability.
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