Phân tích kết cấu bê tông cốt thép chịu tải trọng động đất bằng phương pháp ddbd (direct displacement based design)

- (Direct Displacement Based Design) h h h: 60.58.20 N h IN h CƠNG TRÌNH TR NG C HỒN THÀNH T I I H C BÁCH KHOA I H C QU C GIA TP H CHÍ MINH Cán b h ng d n khoa h c : h h h Cán b ch m nh n xét : h h h Cán b ch m nh n xét : h Lu n v n th TH TR h cb ov t iH I NG CH M B O V LU N V N NG I H C BÁCH KHOA, ngày 26 tháng 02 n m 2011 TR N KHOA OÀ XÃ IÃ I h h -oOo Tp HCM, ngày 06 tháng 12 n m 2010 IH BÁCH KHOA U X I M h M U M MI : I - U Phái: Nam N i sinh: h Ngày, tháng, n m sinh: 22/09/1986 h h h - N h Chuyên ngành: MSHV: 09210987 ÀI: 1- TÊN U U I R 2- I M Design) h h h h h U h h h N: h h h h l h h h hN h N h h h h – h h – h h h tô tô h lab h (Direct Displacement Based h h h h h h h h h h DDBD S h h h h hh h h h h h h 3- À I O I M : 05/07/2010 4- À OÀ À I M 5- h h h h h À : 06/12/2010 U h U I M Ý U h h : N h Chuyên Ngành thông qua M À KHOA QL CHUYÊN NGÀNH h h h h h h h h h h h h , , h N h h h h h h h h h hh X h hh h h h h h h th h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h , h , B.N h h h h h h h h h h h – – 0 h : h h h h h h h h h (Displacement Based Design Displacement Based Design h h h h : h h h h h h DBD Direct h h h h h h h h MDOF h hh h h h h h h h h h h h h h hN h h h h h h h h h h h h h h h h h h h h h – h h ( h h h h h h h h h h h h : h h h h h h h TR (Torsional Restraint) h h h : h h h h hN h h (2005) h h h h h h h h h – Nonlinear Time History Analysis) h , Matlab h h h h : h h h hh h h h h h i h h h h h h i ii h h ix h h xi h hh h xii xx h 1.1 h 1.1.1 h 1.1.2 Nh h h h h 1.2 h h h h 1.2.1 h h h h h h 1.2.2 h h h 1.2.3 Nh h h h h h h h hh 1.2.3.1 Quan h 1.2.3.2 h h 1.2.3.3 Quan h h 1.2.3.5 h 1.3 h 1.4 h h 2.1 h h h 10 11 12 h h h h 13 h 13 h 2.2 2.2.1 h 1.6 h h h h 1.5 h h h 1.2.3.4 h h h h h ii 13 13 2.2.2 h h 14 2.2.2.1 Ph h 14 2.2.2.2 h h h 15 2.2.2.3 h h 15 h 16 18 18 h h 21 h 21 22 2.2.2.4 hh 2.2.2.5 hh h h h 2.4.1 h h 2.4.2 h 2.4.2.1 T 2.4.2.2 2.4.3 h h h 23 h h h 25 25 26 26 27 2.4.3.2 h h h 2.4.3.3 h h h h h h 27 30 31 h h h 2.5.1.2 h h h h h h h h 2.5.1.1 h h h 2.5.1 h theo EC8 h 2.4.4 C 22 h h h 2.4.3.1 2.5 h h h 2.4 h h h h 2.3 h h h h h h h h h hh 2.5.2 h 2.6 h h h 2.6.1 h h h 2.6.2 2.6.2.1 h h h h 32 35 h 35 35 h h h h h 31 h h h h iii h 35 h 2.6.2.2 h h consol bê tông h 2.6.2.3 h h h h h h h h h h 37 h 37 37 38 h hh 2.6.4.2 h 2.6.5 2.7 h h h h h h h 40 42 h 2.8 N h h 44 h h h 49 49 h Công h 3.1 – h 3.2 h 49 – 50 – 52 53 54 54 h 55 57 60 h 3.2.1 Ph h h h h h 3.4 h 3.5 h h h h 3.2.2.2 3.3 36 h 2.6.4 2.6.4.1 36 h - h 36 h 2.6.2.4 2.6.3 h –b h – – h – h h 3.5.1 h h h h h 60 3.5.2 h h h 61 63 63 h 65 3.5.3 h h h 3.5.3.1 3.5.3.2 h h iv h h 3.5.4 h h h 66 h 67 68 68 h h h 3.5.4.2 h h h h h h – h h 3.6.1 3.6.1.1 h h 3.6.1.2 h h 3.6.1.3 h h h h 68 68 h 68 68 h h h h 3.6.2 C h 3.6.2.1 h h h theo Mander 68 3.6.2.2 h h h theo Raynor 68 3.6.2.3 h h h h 68 3.6.3 h h h – h h h 69 3.6.4 h h h – h 70 h h 3.6 – 72 h 72 h 74 h h h h h 75 3.6.5.1 h h 3.6.5.2 h h h 3.7 3.7.1 h 3.7 h h 76 78 h 80 82 h h 3.8 h – 3.9 h h 3.10 Phân h h 4.1 G h h h 3.7 h h h 3.7 66 3.5.4.1 3.6 h 83 86 N 87 h 94 94 h h h h h h h h v h 94 h h h 94 96 h h h h h 97 h h 4.3 h h 97 99 h h h h h h 101 h h h h h 106 47 h hN h h 4.8 u h h h h h 5.1 h 5.2 h h h h h 112 119 h 122 122 h h 123 123 h h 125 h h 125 125 125 126 127 h h h h h h khung – h 5.3.1.1 h h h h h h 5.3.1.2 h h h 5.3.1.3 D h h h h h h h h h h h 128 129 129 131 133 h 5.5 h h 112 113 h hh h 5.3.1 112 h h h h h h 110 h h 4.9 h h h 4 h h h h h 44 h 4.5 h h h h h h h h h vi ... ÀI: 1- TÊN U U I R 2- I M Design) h h h h h U h h h N: h h h h l h h h hN h N h h h h – h h – h h h tô tô h lab h (Direct Displacement Based h h h h h h h h h h DDBD S h h h h hh h h h h h... Evaluation and Retrofit of Concrete Buildings CASPEC Capacity Spectrum DBD Displacement Based Design DDBD Direct Displacement Based Design EC8 Eurocode Eq Equation FEMA Federal Emergency Management... ISIP YPS INSPEC CASPEC SEAOC DDBD h h hh h h h ( h h IHIST h h h h h h h h h h h 1) h h h h h h h h h hh h h h h h IHIST h h h h h h h h (Direct Displacement Based Design) h h 11 h 1.6 : : C