DEVELOPMENT OF LOAD AND RESISTANCE FACTORS FOR REINFORCED CONCRETE STRUCTURES IN TURKEY

.........................................................................................................iv ÖZ ...............................................................................................vi ACKNOWLEDGMENTS................................................................................... viii TABLE OF CONTENTS.......................................................................................ix LIST OF TABLES...............................................................................................xiv LIST OF FIGURES .............................................................................................xxi LIST OF SYMBOLS .........................................................................................xxiv

[1]  T. Paulay,et al.  Reinforced Concrete Structures , 1975 .

[2]  Dan Lungu,et al.  Wind, snow and temperature effects on structures based on probality , 1972 .

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

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

[5]  Bruce R. Ellingwood,et al.  Probability-based codified design for earthquakes , 1994 .

[6]  Palle Thoft-Christensen,et al.  Structural Reliability Theory and Its Applications , 1982 .

[7]  Felix F. Udoeyo,et al.  Dimensional Variations in Reinforced-Concrete Members , 1995 .

[8]  Mircea Grigoriu,et al.  Estimates of extreme wind effects and wind load factors: influence of knowledge uncertainties , 2001 .

[9]  E. Nawy Reinforced Concrete: A Fundamental Approach , 1985 .

[10]  Christian Meyer Design of Concrete Structures , 1995 .

[11]  Bruce R. Ellingwood,et al.  Probability Based Load Criteria: Load Factors and Load Combinations , 1982 .

[12]  J. G. Macgregor,et al.  Statistical Descriptions of Strength of Concrete , 1979 .

[13]  Sunil Kumar Live loads in office buildings: point-in-time load intensity , 2002 .

[14]  Robert E. Melchers,et al.  Structural Reliability: Analysis and Prediction , 1987 .

[15]  İlker Bekir Topçu,et al.  Eskişehir’de Kullanılan Yapı Çeliklerinin İstatistiksel Olarak İncelenmesi , 2006 .

[16]  Howard H. M. Hwang,et al.  SEISMIC LRFD CRITERIA FOR RC MOMENT-RESISTING FRAME BUILDINGS , 1993 .

[17]  Rüdiger Rackwitz,et al.  Optimization — the basis of code-making and reliability verification , 2000 .

[18]  Arthur H. Nilson,et al.  Design of concrete structures , 1972 .

[19]  J. G. Macgregor,et al.  Variability of Mechanical Properties of Reinforcing Bars , 1985 .

[20]  T. Paulay,et al.  Seismic Design of Reinforced Concrete and Masonry Buildings , 1992 .

[21]  Bruce R. Ellingwood,et al.  Reliability-based condition assessment and LRFD for existing structures , 1996 .

[22]  Michael O'Rourke,et al.  Uniform Snow Loads on Structures , 1982 .

[23]  Sher Ali Mirza,et al.  Probabilistic study of strength of reinforced concrete members , 1982 .

[24]  Ronald L. Sack,et al.  Snow Load Analysis for Structures , 1980 .

[25]  T. H. B. Reinforced Concrete , 1908, Nature.

[26]  P. M. Ferguson,et al.  Reinforced Concrete Fundamentals , 1981 .

[27]  Fred Moses,et al.  Cost and safety optimization of structural design specifications , 2001, Reliab. Eng. Syst. Saf..

[28]  Sunil Kumar,et al.  Live loads in office buildings: lifetime maximum load , 2002 .

[29]  A.H-S. Ang,et al.  A Probabilistic Study Of Safety Criteria For Design , 1972 .

[30]  Michael O'Rourke,et al.  Snow Loads: A Guide to the Use and Understanding of the Snow Load Provisions of ASCE 7-02 , 2004 .

[31]  A. H. S. Ang,et al.  Probability Concepts in Engineering Planning and Design Volume II Decision , 1984 .

[32]  Ross B. Corotis,et al.  Reliability‐Based Code Formulations for Reinforced Concrete Buildings , 1987 .

[33]  Sher Ali Mirza,et al.  Variations in Dimensions of Reinforced Concrete Members , 1979 .

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

[35]  Theodore V. Galambos,et al.  Probability-based criteria for structural design , 1982 .

[36]  A.C.W.M. Vrouwenvelder Developments towards full probabilistic design codes , 2002 .

[37]  Leonard Spiegel,et al.  Reinforced Concrete Design , 1980 .

[38]  Mauro de Vasconcellos Real,et al.  Response variability in reinforced concrete structures with uncertain geometrical and material properties , 2003 .

[39]  A. M. Hasofer,et al.  Exact and Invariant Second-Moment Code Format , 1974 .

[40]  Wilson H. Tang,et al.  Probability concepts in engineering planning and design , 1984 .