mnbc seismic addenda 150530

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  • 62

    Table 3.1, Basic Wind Speed (3 sec Gust Wind Speed in mph)

    Sr City/Town Basic Wind Speed

    (mph)

    1 Bago 80

    2 Bhamo 70

    3 Bogalay 100

    4 Chauk 70

    5 Dawei 90

    6 Falam 70

    7 Hakha 90

    8 Henzada 90

    9 Homalin 50

    10 Hpa-An 70

    11 Kale 70

    12 Kawthaung 90

    13 Kengtung 70

    14 Kyaukpyu 130

    15 Lashio 70

    16 Loikaw 70

    17 Magwe 70

    18 Mandalay 80

    19 Mawlamyine 90

    20 Meiktila 70

    21 Monywa 70

    22 Muse 70

    23 Myeik 90

    24 Myitkyina 70

    25 Nansam 70

    26 Naypyitaw 70

    27 Pakokku 70

    28 Pathein 100

    29 Putao 70

    30 Pyay 70

    31 Sittwe 130

    32 Taungyi 70

    33 Thandwe 130

    34 Yangon 100

    35 Ye 90

    36 Yenangyaung 70

  • 13B

    TABLE 3.4.1

    0.2s (Ss) AND 1.0s (S1) SPECTRAL RESPONSE ACCELERATIONS

    Sr. City / Town Ss S1 Remark

    1 Bagan 1.21 0.52

    2 Bago 2.01 0.90

    3 Bhamo 0.80 0.39

    4 Coco Islands 1.22 0.49

    5 Dawei 0.70 0.27

    6 Hakha 1.54 0.72

    7 Hpa-An (Pa-An) 0.51 0.24

    8 Kengtung 0.96 0.33

    9 Kyaukpyu 0.83 0.31

    10 Labutta 0.58 0.31

    11 Lashio 0.63 0.22

    12 Loikaw 0.96 0.41

    13 Magwe 1.11 0.48

    14 Mandalay 2.06 0.97

    15 Mawlamyine 0.52 0.24

    16 Meiktila 1.47 0.62

    17 Monywa 1.46 0.63

    18 Myeik (Mergui) 0.60 0.11

    19 Myitkyina 1.45 0.79

    20 Naypyitaw 1.28 0.58

    21 Pakokku 1.22 0.54

    22 Pathein (Bassein) 0.74 0.29

    23 Putao 1.65 0.91

    24 Pyay 0.75 0.29

    25 Pyinmana 1.28 0.58

    26 Sagaing 2.03 0.92

    27 Shwebo 1.75 0.77

    28 Sittwe 1.14 0.53

    29 Taungoo 1.50 0.79

    30 Taungyi 1.13 0.52

    31 Thandwe (Sandoway) 0.74 0.29

    32 Yangon 0.76 0.32 Note: Long-period transition period TL is to be taken as 6 sec.

  • 13C

    Figure 3.4.1

    MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR 02 SEC SPECTRAL RESPONSICE

    ACCELERATION (5% CRITICAL DAMPING), SITE CLASS B

  • 13D

    Figure 3.4.2

    MAXIMUM CONSIDERED EARTHQUAKE GROUND MOTION FOR 1 SEC SPECTRAL RESPONSICE

    ACCELERATION (5% CRITICAL DAMPING), SITE CLASS B

  • 13E

    Figure 3.4.3

    SEISMIC ZONE MAP OF THE UNION OF MYANMAR FOR ALTERNAIVE SEISMIC DESIGN PROCEDURES, REFER

    TO CHAPTER 16, STRUCTURAL DESIGN REQUIREMNETS OF UBC97 CODE.

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