Robustness of Load and Resistance Design Factors for RC Columns with Wind-Dominated Combination Considering Random Eccentricity

AbstractBased on the capacity models in the 2008 edition of the American Concrete Institute (ACI) Standard Building Code Requirements for Structural Concrete, a more realistic limit state function ...

[1]  Naksoo Kim,et al.  Robust design of roll-formed slide rail using response surface method , 2010 .

[2]  Alaa Mohamed,et al.  Partial safety factors for homogeneous reliability of nonlinear reinforced concrete columns , 2001 .

[3]  C. Q. Li,et al.  Failure probability of reinforced concrete columns under stochastic loads , 1995 .

[4]  Li Yuchun.  Wind Damage Mechanism Analysis of a Double-Cantilever Aqueduct Bridge , 2008 .

[5]  S. Ali Mirza,et al.  COMPARATIVE STUDY OF STRENGTH-COMPUTATION METHODS FOR RECTANGULAR REINFORCED CONCRETE COLUMNS , 2002 .

[6]  Michel Ghosn,et al.  Redundancy and Robustness in the Design and Evaluation of Bridges: European and North American Perspectives , 2013 .

[7]  Youbao Jiang,et al.  An approach based on theorem of total probability for reliability analysis of RC columns with random eccentricity , 2013 .

[8]  Dan M. Frangopol,et al.  A new look at reliability of reinforced concrete columns , 1996 .

[9]  Han Ping Hong,et al.  Reliability Evaluation of RC Columns , 1999 .

[10]  Jae Hyun Park,et al.  Robustness of Constant Load and Resistance Factor Design Factors for Drilled Shafts in Multiple Strata , 2013 .

[11]  Bruce R. Ellingwood,et al.  Hurricane damage to residential construction in the US: Importance of uncertainty modeling in risk assessment , 2006 .

[12]  S. Ali Mirza.  Reliability-based design of reinforced concrete columns , 1996 .

[13]  Timothy M. Cameron,et al.  Robust design optimization of structures through consideration of variation , 2002 .

[14]  Mark G. Stewart,et al.  Reliability and Model Accuracy for High-Strength Concrete Column Design , 1999 .

[15]  Annibale Luigi Materazzi,et al.  Structural reliability of eccentrically-loaded sections in RC columns made of recycled aggregate concrete , 2010 .

[16]  D. Mostofinejad,et al.  Rectangular Reinforced Concrete Columns Strengthened with Carbon Fiber-Reinforced Polymer Sheets Using Corner Strip-Batten Method , 2017 .

[17]  Andrzej S. Nowak,et al.  Calibration of Design Code for Buildings (ACI 318): Part 1—Statistical Models for Resistance , 2003 .

[18]  Dan M. Frangopol,et al.  New light on performance of short and slender reinforced concrete columns under random loads , 2001 .

[19]  Andrzej S. Nowak,et al.  Calibration of Design Code for Buildings (ACI 318): Part 2—Reliability Analysis and Resistance Factors , 2003 .

[20]  Bruce Ellingwood,et al.  Development of a probability based load criterion for American National Standard A58 , 1980 .

[21]  Jianren Zhang,et al.  A nonlinear model of failure function for reliability analysis of RC frame columns with tension failure , 2015 .

[22]  Basile G. Rabbat,et al.  Notes on ACI 318-08, building code requirements for structural concrete : with design applications , 2008 .