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1 RC
2 M JSCE/AIJ UGM RC 6/20 6/ Fauzan RC Fauzan ISI Institut Seni IndonesiaFinancial Audit Agency 14 1
3 :10 GA-889 Fauzan 17:10 11:00 GA :15 18:20 GA :00 JICA :00 GA :00 13:00 15: :00 UGM Fauzan 15:15 GA :15 20:00 GA :00 JICA :00 GA-888 Fauzan 23:40 GA :10 Fauzan 08:50 2
4 2 RC 2.1 RC 1) 2) ) (1) a) e) a) 20m 2 b) 5m c) 1.5m d) 200m 3 200m 3 e) 10 (2) Equivalent Static Load Analysis Dynamic Analysis a) e c >0.3 b b b) 75% c) mi Ki mi Ki n n 1.5 d) 40m e) (3) Equivalent Static Load Analysis V V = C d W t (2.1.1) 3
5 W C t C d = C I K (2.1.2) C Basic Seismic Coefficient I Importance Factor K Structural Type Factor C Z R t C0 3 4 Fig Fig Zone 3 C I K D 3 4RC s RC K = RC T T 3 4 = 0.06 H (2.1.3) H m (2.1.3) 80% 2 wi di T = 6.3 (2.1.4) g F d i i d Fig Seismic Zones for Structural Design Loadings 4
6 di i Fi i g wi i F i wi hi Fi = V (2.1.5) wi hi hi i 3 0.1V 0.9V (2.1.5) Fig Basic Seismic Coefficient 5
7 V i (2.1.6) e d e c 0.1 b e d =0 ed = 1.5ec b or ed = ec 0.05b (2.1.6) (2.1.6) ) 2002 SNI SNI NEHARP 3) UBC 4) K(2.1.2) NEHARP Response Modification Coefficient R Strength Design 200 NEHARP 500 Fig Fig Table N A EB A 0 Table A m A0 Am = 2.5 A 0 (2.1.7) Table T c 0.5sec Table Soil Types Mean Propagation Mean Test Score Mean Flow Less Type of Soil Velocity Sliding Wave Penetration Standard Sliding Strength Vs (m/sec.) N Su (kpa) Hard Soil Vs >= 350 N >= 50 Su >= 100 Medium Soil 175 =< Vs < =< N < =< Su < 100 Vs < 175 N < 15 Su < 50 Soft Soil Special Soil Or any profile of soft soil with total thickness more than 3m with PL>20, Wn>40% and Su<25kPa. Special evaluation needed at each location. 6
8 Earthquake Area Table Peak Accelerations for Base Rocks and Soil Surfaces for Each Earthquake Area in Indonesia Peak Acceleration Base Rocks A EB (g) Peak Acceleration Soil Surface A 0 (g) Hard Soil Medium Soil Soft Soil Specific Soil Special evaluation needed at each location Table Response Spectrum Predetermined Earthquake Earthquake Area Maximum Response Acceleration Am (g) Hard Soil Tc = 0.5s Medium Soil Tc = 0.6s Soft Soil Tc = 1.0s Hard Soil0.6sec Medium Soil 1.0sec Soft Soil C T T c Am C = (2.1.8) T > T c C = Am Tc T (2.1.9) Fig Table Fig (2.1.10) C I V = W t (2.1.10) R R Structural Overstrength Factor Ω 0 V Y V E R d = V V E Y Ω 0 =1.6 R = Ω (2.1.11) R d 0 7
9 Fig Earthquake Area Map in Indonesia Fig Design Earthquake Response Spectra R R =8.5 R =5.3 d V = 0. 2 C I W C t 8
10 8 R Capacity Design RC ) Ministry of Public Works: Indonesian Earthquake Code 1983, pp , ) National Standardization Agency: Indonesian National Standard (SNI) - Design Methods Earthquake Withstand for Building Structure, SNI , 121pp., ) National Earthquake Hazards Reduction Program (NEHARP), Recommended Provisions for Seismic Regulation for New Buildings and Other Structures, 1997 Edition, Part 1 - Provisions, Part 2 - Commentary, FEMA 302, Feb ) Uniform Building Code (UCB), 1997 Edition, Vol. 2, Structural Engineering Design Provisions, International Conference of Building Officials, April
11 2.2 Yogjakarta RC Universitas Islam Negeri (UIN) RC S E Photo Photo 2-2 Photo 2-3 C Photo
12 Photo 2-2 Photo Universitas Muhammadiyah Yogyakarta (UMY) RC :S E :S E Photo 2-4 Photo 2-5 Photo
13 Photo 2-4 Photo
14 Photo Universitas Ahmad Dahlan (UAD) RC S E Photo 2-7 Photo 2-8 Photo
15 Photo Universitas Ahmad Dahlan (UAD) 3 rd Campus RC S E Photo 2-9 Photo 2-10 Photo 2-11 Photo 2-12 Photo 2-13 Photo 2-13 Photo 2-14 L 14
16 Photo 2-9 Photo
17 Photo 2-11 Photo
18 Photo 2-13 Photo
19 Photo STIE RC S E Photo Photo 2-17 Photo 2-19 RC Photo
20 Photo 2-16 Photo
21 Photo 2-18 Photo
22 Photo 2-20 RC Finance and development Audit RC S E Figure 2-1., 2,, Photo 2-21 Photo Photo 2-23 Photo 2-24 Photo 2-25 Photo 2-26 Photo
23 Figure 2-1 (a) (b) Photo 2-21 Photo
24 Photo 2-23 Photo
25 Photo 2-25 (a) (b) Photo
26 Photo ISI RC S E Photo Photo 2-29 Photo 2-30 Photo 2-31 Photo
27 (a) (b) Photo 2-28 Photo
28 Photo
29 Photo 2-31 Photo
30 BPKP Figure 2-1 ( ) () Figure 2-2 Figure 2-4 A RC 3 1 Table N/mm 2 550mm mm mm 18 20D A-3 min 55 55cm 392cm 5cm 9.8kN/m 2 20 D Fc=46.4N/mm N/mm N/mm kN 526.8kN 0.99 Figure 2-8 Figure 2-10 A RC
31 Table N/mm 2 1 A-2 min 55 55cm 392cm 5cm 9.8kN/m 2 20 D Fc=41.9N/mm N/mm N/mm kN 506.1kN 0.95 Figure
32 Figure 2-3 Figure
33 Figure 2-5 Figure
34 Figure
35 Table 2-1 XY 34
36 2.3.2 ISI 2000 Figure 2-8 Figure 2-10 RC Photo 2-33 Photo cm C 7-8 C Photo 2-31 C-5 C-4 3 Table N/mm N/mm 2 530mm600mm 20D A-5 min 53 53cm 416cm 5cm 9.8kN/m 2 20 D Fc=20.5N/mm N/mm N/mm kN 350.0kN 0.89 Figure 2-11 Figure 2-13 RC 2 35
37 Table N/mm N/mm 2 530mm660mm 20D ,1 0.9 N/mm 2 1 A-5 min 50 56cm 416cm 5cm 9.8kN/m 2 20 D Fc=41.2N/mm N/mm N/mm kN377.0kN 433.7kN499.1kN 1.03() 1.06 Figure
38 Figure 2-9 Figure
39 Photo 2-33 Photo
40 Figure 2-11 Figure
41 Figure
42 Table 2-2 XY 41
43 2.4
44 Figure Segoroyo Imorigi Figure Location of survey area 43
45 3.1.2 Table RC RC Gadjah Mada Rapid Assessment Results Teknik Sipil UGM 3.1) Design of Prototype of Elementary School Buildings ) Department of Public Works: Design of Prototype of Elementary School Buildings (in Indonesian) 44
46 Table Survey structures 45
47 3.2 Bantul Figure mm 240mm 30 50mm 1 8-9m 7-8m Figure Typical structural system of school buildings 150mm 120mm 15mm 3 URM: Un-Reinforced Masonry CM: Confined Masonry RC URM CM 1970 RC 4 46
48 Photo mm 150mm RC RC RC Photo RC RC RC RC 9m 2 3m 3m Photo RC Photo RC Photo RC Photo
49 Photo Photo
50 Photo Photo RC 49
51 3.2.3 RC RC RC RC RC Photo ) 200mm 200mm m 3.5m 150mm 300mm mm 400mm infill 150mm 1 RC Photo RC RC RC Photo
52 Photo Photo
53 (1) Pandak I No. 144 JL. Srandakan KM. 1 Bantul 2 N Figure RC +URM ) Photo 3.3-1RC 1 URM Photo URM Photo
54 Photo Photo RC +URM 1 Photo RC URM 2 URM 1986 RC +URM 1 Photo
55 (2) Peni No. 131 JL. Sultan Agung Palbapang Bantul N Figure URM 1 URM Photo RC Photo Photo Photo
56 (3) Bakulan No. 121 Bakulan Patalan Jetis N Figure URM 1 URM Photo Photo Photo Photo
57 (4) Muhammadiyah Jetis No. 114 Pulokadang Canden Jetis Bantul N Figure RC +URM 1 2 Photo RC RC URM Photo
58 Photo Photo RC +URM 1 Photo RC RC +URM 1 Photo
59 (5) Wukirsari No. 102 Dusun Manggung RT. 04 Wukirsari Imogiri N Figure RC +URM Photo RC URM Photo RC 2 Photo Photo
60 1970 URM 1 (6) Bantul II No.77 JL. Raya Bantul N Figure Yogyakarta Bantul 1980 RC +URM 1 Photo RC 59
61 Photo RC +URM 1 RC URM 2003 RC +URM 2 1 RC +URM 2 RC +URM URM 60
62 (7) Kowen No.6 2 Cabang Dinas P dan K KEC. Sewon N Figure RC +URM 1 Photo RC Photo RC +URM 1 61
63 (8) Pacar No.5 2 Imogiri Barat KM. 9.5 Timbulharjo Sewon Bantul N Figure RC +URM 1 2 Photo cm Photo Photo Photo
64 (9) Wonokromo No.1 6 JL. Imogiri Timur KM. 10 Pleret Bantul N Figure RC +URM 2 1 RC 2 Photo Photo URM 63
65 Photo Photo RC +URM RC +URM 1 1 Photo Photo
66 Photo Photo RC +URM 1 URM Photo RC +URM 1 Photo
67 2002 RC +URM 2 RC URM Photo Photo
68 (10) Putren II No.2 2 Kauman Pleret Pleret Bantul N Figure RC URM 1 Photo RC Photo Photo Photo URM 1 67
69 (11) Bawuran No.4 4 Tegalrejo Bawuran Pleret N Figure RC +URM Photo URM Photo
70 1976 RC +URM RC +URM (12) Muhammadiyah Imogiri 6 JL. Raya Imogiri Bantul N Figure Imogiri No
71 RC +URM 1 4 URM 3 RC +URM Photo RC Photo URM Photo Photo URM RC 70
72 2000 RC +URM 1 URM Photo RC Photo RC +URM 3 3 Photo URM 71
73 Photo RC URM 72
74 3.3.2 Figure Muhammadiyah Imogiri / Figure URM RC +URM RC +URM Figure RC URM RC +URM Figure Figure No
75 Figure Distribution of construction age Figure Distributions of structural systems 74
76 Figure Damage distributions vs construction ages Figure Damage distributions vs. structural systems 75
77 Figure Directivity of the damage distributions of all buildings Figure Directivity of the damage distributions of buildings near the fault 76
78 (1) m Figure a Haris ( ) (b) Haris ( ) Figure (2) Figure (a) Bligon 100 RC (a) RC 77
79 Figure Figure 3.4-2(b) a ( ) (b) Figure a ( ) (b) c (d) ( ) Figure
80 Figure (a) (b) RC a ( ) (b) RC ( ) Figure (3) 3 Figure 3.4-3(c) Figure Figure 3.4-3(b) Figure 3.4-2(b) Figure 3.4-4(a) a Kowen ( ) (b) Pacar ( ) Figure
81 (4) Figure a (b) ( ) c (d) ( ) e (f) ( ) Figure
82 Putren 97Figure a (b) ( ) c (d) ( ) Figure Putren )
83 Figure Table Figure Figure Figure UNOSAT Figure Figure Figure UNOSAT Damage Area Limited Damage Area 60%Moderate Damage AreaExtensive Damage Area 80% UNOSAT Moderate Damage Area Extensive Damage Area 82
84 Figure Table
85 Figure UNOSAT USGS Figure UNOSAT 84
86 3.4.3 UGM UGM Rapid Assessment Result Teknik Sipil UGM BANTUL PANDAK BANTUL JETIS IMOGIRI SEWON PLERET Figure UGM Table Table Figure
87 Table PANDAK % % 1 4.4% % BANTUL % % % % SEWON 0 0% % % 6 100% JETIS 1 100% 0 0% 0 0% 1 100% IMOGIRI % % % % PLERET % % % % Table PANDAK % % % % BANTUL % % % % SEWON % % % 5 100% JETIS % % 0 0% 4 100% IMOGIRI % 1 9.1% % % PLERET 0 0% % % 2 100% Table Table BANTUL PANDAK IMOGIRI Figure Figure Figure Bantul 86
88 Figure
89 88
90 3 1 50kgf 0.05kgf Figure 3.A-1 τ s T τ = s T bl b l Figure 3.A-2 t T 3T σ t = bl T W μ = T W Table 3.A-1 B mm L mm D 35 50mm Table 3.A MPa 89
91 0.0055MPa MPa MPa 0.012MPa MPa MPa 18 1 No T Figure 3.A-1 Apparatus of shear and friction test T Figure 3.A-2 Apparatus of tensile test 90
92 Photo 3.A-1 View of test of joint mortar in brick wall SD Peni SD Bakulan Table 3.A-1 List of specimens Site No B (mm) L (mm) SMP Muhammadiyah Jetis SD Wukirsari SD Kowen SD Pacar Man Wonokromo Bantul SD Bawuran D (mm) (kg)
93 Table 3.A-2 Test results Shear Tension Friction No τs σ T (kgf) T (N) T (kgf) T (N) T T (kgf) T (N) τ (MPa) μ (MPa) (MPa)
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14 FEM [1] 1992 [3] 1(a)(b) 1(c) [2] 2 ( 財 ) 日本海事協会 36 平成 14 年度 ClassNK 研究発表会
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1. 1(1) 1(2)[1] 1992 [2] 1992 [3] 100 100 比率 (%) 80 60 40 変形腐食亀裂 相対損傷数 80 60 40 変形腐食亀裂 20 20 0 0 5 10 15 20 25 船齢 ( 年 ) 0 0 5 10 15 20 25 船齢 ( 年 ) (1) Ratio of Each Damage (2) Number of Damage Fig.1 Relation
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