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Serviceability Limit States: Connection Slip
Journal of the Structural Division, 1982The 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 +2 more
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Serviceability Limit States: Wind Induced Vibrations
Journal of Structural Engineering, 1984Modern buildings that satisfy current design guidelines for maximum static lateral drift still may vibrate excessively during windstorms to the point where the motion disturbs the building occupants. Static lateral drift criteria do not address explicitly the relation between the fluctuating component of structural response and the performance that is ...
Andrew Tallin, Bruce Ellingwood
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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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Serviceability limit state reliability-based design
New Generation Design Codes for Geotechnical Engineering Practice — Taipei 2006, 2006In foundation design, the serviceability limit state often is the governing criterion, particularly for large-diameter piles and shallow foundations. In addition, it is widely accepted that foundation movements are difficult to predict accurately. Most analytical attempts have met with only limited success, because they did not incorporate all of the ...
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Serviceability Limit State of FRP RC Beams
Advances in Structural Engineering, 2012Owing to the particular mechanical properties of FRPs, the design of Fiber Reinforced Polymer (FRP) Reinforced Concrete (RC) structures is often governed by serviceability requirements, rather than ultimate capacity. The low stiffness of FRPs generally results in large strains being mobilized already at low levels of externally applied load, and in ...
Cristina Barris +4 more
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Serviceability Limit States Under Wind Load
Engineering Journal, 1993The increasing use and reliance on probability based limit states design methods, such as the recently adopted AISC LRFD Specification, has focused new attention on the problems of serviceability in steel buildings. These methods, along with the development of higher-strength steels and concretes and the use of lighter and less rigid building materials,
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Serviceability Limit State Evaluation in Discontinuity Regions
Solid State Phenomena, 2019Discontinuity Region Design method was recently extended to allow assessment of serviceability limit states (SLS) for regions of concrete structural members where the Bernoulli-Navier hypothesis does not hold, such as dapped ends, openings, frame corners, etc.
Michal Číhal +3 more
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Reinforced concrete beams—the serviceability limit states
1987The deflection of a structure or any part of a structure must not adversely affect the appearance or efficiency of the structure; similarly, any cracking of the concrete must not adversely affect its appearance or durability. Lately the serviceability of concrete structures has become a much more important design consideration than in the past, mainly ...
F. K. Kong, R. H. Evans
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Serviceability limit state of reinforced concrete tank
2004Requirements in structural design in any regulation should cover: verification of stresses in structures (ultimate limit state) and verification of deformation (serviceability limit state). Mostly, if the structure satisfies serviceability limit state, ultimate limit state will be satisfied also. In particular cases (when member has an adequately depth)
Morić, Dragan +1 more
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