Results 201 to 210 of about 1,397 (264)

Structural efficiency of blast furnace steel slag aggregate concrete for strengthening RC flat slabs. [PDF]

Sci Rep
Ahmed M, Abouelnour MA, Amin MA, Zaghlal M, Elshamy E.   +4 more
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Serviceability Limit States: Deflection

Journal of Structural Engineering, 1986
The reliability of floor and roof deflections due to occupancy and snow loads, respectively, and of lateral frame deflections due to wind loads is examined. These deflections are determined for unfactored code‐specified loads, and they are not to exceed professionally established deflection limits. Firstorder, second‐moment probabilistic theory is used
Theodore V. Galambos, Bruce Ellingwood
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Serviceability limit states

2012
Contents
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Serviceability Limit States: Connection Slip

Journal of the Structural Division, 1982
The serviceability limit state for slip of bolted steel joints is the slip-resistance. The statistical properties of the parameters which define this resistance are presented and analyzed. Based on these properties, and using First-Order Second-Moment probabilistic analysis, limit-states design criteria are developed for friction-grip bolted joints.
Theodore V. Galambos, T. A. Reinhold, Bruce Ellingwood   +2 more
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Stress Limitation of External Prestressing Tendons in Serviceability Limit State

IABSE Congress, Chicago 2008: Creating and Renewing Urban Structures – Tall Buildings, Bridges and Infrastructure, 2008
<p>The ultimate stress of external tendons sometimes controls the prestress design of a bridge. The ultimate stress of an external tendon can be expressed as the addition of the effective stress of the tendon and a stress increment in Ultimate Limit State.
Chao Liu, Dong Xu, Yuan Sun, Zhenrong Wu
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A STATE-DEPENDENT POLLING MODEL WITH k-LIMITED SERVICE

Probability in the Engineering and Informational Sciences, 2009
We consider a two-queue model with state-dependent setups, in which a single server alternately serves the two queues. The high-priority queue is served exhaustively, whereas the low-priority queue is served according to the k-limited strategy. A setup at a queue is incurred only if there are customers waiting at the polled queue.
Winands, E.M.M., Adan, I.J.B.F., van Houtum, G.J., Down, D.G.   +3 more
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LRFD of shallow foundations at the service limit state

Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, 2010
The design of shallow foundations typically involves two-steps: (1) the calculation of ultimate bearing capacity based on general bearing capacity theories and (2) the calculation of maximum contact pressure to produce an allowable total settlement. The allowable bearing capacity for the shallow foundation system is the lesser of the ultimate bearing ...
L.A. Roberts, A. Misra
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