第2章 混凝土与预应力混凝土结构的受剪设计与评估 2.1 INTRODUCTION 2.2 THE MODIFIED COM[PRESSl0N FIELD THEORY(MCFT) 2.3 MICFT ANALYSES OF BEAMS AND COLUMNS 2.4 CODE-BASED MCFT SHEAR STRENGTH EQUATIONS 2.5 EXAM[PLE CALCULATl0NS UsING MCFT SECTIONAL MODEL 2.6 EFFECT OF AXIAL LOAD A ND PRESTRESSING 0N SHEAR STRENGTH 2.7 THE SIZE EFFECT IN SHEAR 2.8 SHEAR CAPACrrY OF TRANSFER SLABS 2.9 MCFT SHEAR STRENGTH FOR DISTURBED REGIONS 2.10 OVERALL ACCURACY 0F THE FOUR CODES 2.11 EXAMPLES 0F EVALUATl0N OF SHEAR SAFETY OF EXISTING STRUCTURES 2.12 CONCLUDING REMARKS REFERENCES
第3章 混凝土材料:高强度与耐久性 3.1 INTRODUCTION AND DEFINITl0NS 3.2 ACHIEⅥNG CONCRETE WITH HIGH-PERFORMANCE PROPERTIES 3.3 CHALLENGE OF SUSTAINABILITY 3.4 STRUCTURES 3.5 CONCLUSIONS REFERENCES
第11章 冲击与爆炸作用下混凝土结构的受力机理与分析研究进展 11.1 INTRODUCTl0N 11.2 GENERAL CHARACTERISTICS OF BLAST LOADING AND RC STRUCTURAL RESPONSE 11.3 DYNAMIC RESPONSE OF RC BEAM-COLUMN MEMBER SUBJECTED TO SHOCK-BLAST LOADING 11.4 DYNAMIC RESPONSE OF CONCRETE MATERIAL UNDER HIGH STRAIN RATE LOADING 11.5 CONCLUDING REMARKS REFERENCES