Механика очага землятресения. Спецкурс. Воронина Е.В. - 75 стр.

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73
-
M
L
= 7,5).
() ()
0
,log,
hAh
σ∆ =
,
()
0
,
Ah
-
A
T
()
max
log ,
RS
A
MhCC
T

=+σ++


, (17.1)
                                                                          73

FZ]gblm^Z hij_^_ey_lky dZd dhjj_eypbhggh_ khhlghr_gb_ k \_ebqbghc
k_ckfbq_kdh]h fhf_glZ k_ckfbq_kdhc wg_j]bb kgbfZ_fuo gZijy`_gbc
jZaf_jh\ b iehsZ^b bklhqgbdZ b bgl_gkb\ghklb kf_s_gby ihq\u
      I_j_hij_^_e_gb_ fZ]gblm^ ^ey jZchgZ x`ghc DZebnhjgbb ihdZaZ
eh qlh
       \ukhdbc mjh\_gv k_ckfbq_kdhc Zdlb\ghklb -o ]h^h\ kf_gbeky
^ebl_evguf aZlbsv_f dhlhjh_ aZ\_jrbehkv kbevguf a_fe_ljyk_gb_f \
gZqZe_ iylb^_kyluo  .HU\ &RXQWU\ ML = 7,5).
       baf_g_gb_ kdhjhklb k_ckfbq_kdhc Zdlb\ghklb qZklh y\ey_lky
ij_^\_klgbdhf kbevgh]h a_fe_ljyk_gby b fh`_l [ulv bkihevah\Zgh \ aZ
^ZqZo ijh]ghaZ
       ehdZevgu_ fZ]gblm^u \ jZchg_ DZebnhjgbb g_ iha\hebeb hij_^_
eblv i_jbh^ ih\lhjy_fhklb a_fe_ljyk_gbc Ljm^ghklb \u^_e_gby wdklj_
fZevguo khklZ\eyxsbo k\yaZgu kh \aZbfh^_ckl\b_f djmiguo kh[ulbc
f_`^m kh[hc

       RD:EU F:=GBLM>
       Ihkljh_gb_ rdZeu fZ]gblm^ hkgh\Zgh gZ g_kdhevdbo ijhkluo ijZ
\beZo
      Baf_g_gb_ \_ebqbgu kf_s_gby k jZkklhygb_f b k ]em[bghc — wn
n_dl ]_hf_ljbq_kdh]h jZkoh`^_gby b aZlmoZgby k_ckfbq_kdbo \heg ih
^Zxsbcky wfibjbq_kdbf klZlbklbq_kdbf hp_gdZf Hg hibku\Z_lky lg
dZeb[jh\hqghc nmgdpb_c
                          σ ( ∆, h ) = − log A0 ( ∆, h ) ,
]^_   A0 ( ∆, h ) — j_n_j_gp- Zfieblm^Z ^ey kh[ulby k gme_\hc fZ]gblm^hc

        FZ]gblm^Z ijhihjpbhgZevgZ hlghr_gbx A  l_ — kdhjhklb
                                                       T
kf_s_gby ihq\u
     FZdkbfZevgh_ agZq_gb_ hlghr_gby Zfieblm^u d i_jbh^m y\ey_lky
gZb[he__ klZ[bevghc hp_gdhc fZ]gblm^u
     GZ j_]bhgZevguo jZkklhygbyo fZ]gblm^Z kms_kl\_ggh aZ\bkbl hl
gZijZ\e_gghklb baemq_gby ba bklhqgbdZ b ^ey \k_o jZkklhygbc — hl wn
n_dlZ nbevljZpbb \hegu kljmdlmjhc kj_^u \ jZchg_ j_]bkljbjmxs_c
klZgpbb
     Kh]eZkgh kdZaZgghfm fZ]gblm^Z \ h[s_f \b^_ hij_^_ey_lky dZd
                                 A
                        M = log         + σ ( ∆, h ) + C R + C S ,   (17.1)
                                 T  max