Serviceability limit state design of large concrete structures: Impact on reinforcement amounts and consequences of design code ambiguity

2019 ◽  
Vol 201 ◽  
pp. 109816
Author(s):  
Mikael Basteskår ◽  
Morten Engen ◽  
Terje Kanstad ◽  
Håvard Johansen ◽  
Kjell Tore Fosså
Keyword(s):  
Limit State ◽  
Concrete Structures ◽  
Design Code ◽  
Serviceability Limit State ◽  
Limit State Design ◽  
Code Ambiguity

Serviceability Limit-State Design

2009 ◽  
pp. 111-147
Author(s):  
Jeom Kee Paik ◽  
Anil Kumar Thayamballi
Keyword(s):  
Limit State ◽  
Serviceability Limit State ◽  
Limit State Design

scholarly journals Evaluation for Relative Safety of RC Slab Bridge of Applying Limit State Design Code on Korean Highway Bridge

2013 ◽  
Vol 28 (5) ◽  
pp. 41-48 ◽  
Author(s):  
Jin-Woo Park ◽  
Hoon-Hee Hwang ◽  
Sin-Oh Kang ◽  
Kyung-Sik Cho ◽  
Woo-Jin Park
Keyword(s):  
Limit State ◽  
Highway Bridge ◽  
Design Code ◽  
Limit State Design ◽  
Relative Safety ◽  
Rc Slab

scholarly journals Service Life Prediction of Precast Concrete Structures Exposed to Chloride Environment

2019 ◽  
Vol 2019 ◽  
pp. 1-14 ◽  
Author(s):  
Dawei Zhang ◽  
Yu Zeng ◽  
Mingshan Fang ◽  
Weiliang Jin
Keyword(s):  
Shear Failure ◽  
Precast Concrete ◽  
Probability Model ◽  
Limit State ◽  
Concrete Structures ◽  
Seismic Load ◽  
Ultimate Limit State ◽  
Interface Shear ◽  
Serviceability Limit State ◽  
Corrosion Initiation

Chloride-induced corrosion is widely accepted as one of the primary causes of premature deterioration for concrete structures in marine or deicing salt environment. For precast concrete (PC) structures, such durability problems may even be severer because defects in joint areas, e.g., cracks caused by grout shrinkage and improper construction, can accelerate chloride ion transportation process and may cause the interface shear failure when subjected to seismic load. By applying the path probability model (PPM) and reliability theory, a probabilistic framework was proposed to predict three limit states of PC structures, including corrosion initiation, serviceability limit state, and ultimate limit state. Using Monte Carlo simulation, a beam-to-column joint was further analyzed to illustrate the differences between PC structures and those cast in situ. The analysis indicates that corrosion initiation and serviceability limit state are sensitive to chloride diffusivity at connection area, and the higher pitting factor can significantly influence the bearing capacities of PC structures.

scholarly journals Serviceability limit state design of deep foundations

Géotechnique ◽  
2014 ◽  
Vol 64 (10) ◽  
pp. 787-799 ◽  
Author(s):  
F. NAGHIBI ◽  
G.A. FENTON ◽  
D.V. GRIFFITHS
Keyword(s):  
Limit State ◽  
Deep Foundations ◽  
Serviceability Limit State ◽  
Limit State Design
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