Upload others
View 2
Download 0
Embed Size (px) 344 x 292 429 x 357 514 x 422 599 x 487
Citation preview
library.jsce.or.jplibrary.jsce.or.jp/Image_DB/committee/steel_structure/...Created Date 6/24/2013 8:51:30 PM
library.jsce.or.jplibrary.jsce.or.jp/Image_DB/committee/steel_structure/book/56430/... · ± t, 131) .13 PTFE (77 u l. 12 ÐIC, BPOA 0 IBP 'B BPOB SUS (b) BP.B . 10 g 1.12 C & 0 c
,>, 7È · | S4@b Â'Å'¼ 6õM ¦8o - JSCElibrary.jsce.or.jp/Image_DB/committee/steel_structure/...,>, 7È ·_| S4"@b Â'Å'¼_6õM 8o >/>,cLu_ I-1 >0>,5ð0 «+.b 7È ì Â'Å"I ö
&)6 í &)66 /õ I 5& Ë ' b * $B ö > | g /õ I Ýlibrary.jsce.or.jp/Image_DB/committee/steel_structure/book/58850/... · &)6 í &)66 /õ I 5& Ë "' b * $B ö > | g /õ I Ý The fatigue
library.jsce.or.jplibrary.jsce.or.jp/Image_DB/committee/steel_structure/book/54870/... · 60, 80, 100 mmDST 510 69 4) 180 * , 24 Y Blc, 2 (1535 (1549 Æ11 Lffib, Created Date: 2/15/2007
Ýѽ Ò 5 b  >+fNs6õ >|g K | g$ Âlibrary.jsce.or.jp/Image_DB/committee/steel_structure/...- 19 - 0 1000 2000 3000 4000 5000 65000 67500 70000 72500 75000 E i (MPa) 0 500 1000
鋼橋の補修補強事例 - JSCElibrary.jsce.or.jp/Image_DB/committee/steel_structure/...1 F10T(S10T)M22 48KN .00 F10T(S10T)M24 56KN 1.16 B10T,M24 72KN 1.50
library.jsce.or.jplibrary.jsce.or.jp/Image_DB/committee/steel_structure/...Following the wheel load running tests all the slabs were cut along the transverse and longitudinal center
library.jsce.or.jplibrary.jsce.or.jp/Image_DB/committee/steel_structure/book/59035/59… · Takehiro IMAMURA , Tetsuo MATSUDA, Masanori IWASAKI and Shigenobu KAINUMA ABSTRACT The
Prédio Metálico - 1 Steel_Structure
^+¬ ·344(í ¥ ,5 « >E >P>A Ë' v p< d ¦library.jsce.or.jp/Image_DB/committee/steel_structure/...the RC slab on the steel plate girder bridge, due to the low-quality
© ì « q PM Ô½±Üå¢b v) s MONITORING FOR CONCRETE BRIDGES …library.jsce.or.jp/Image_DB/committee/steel_structure/book/61235/61235... · QG[ %Ê'2[c>* ASR _ | fg b4 / "g #x
library.jsce.or.jplibrary.jsce.or.jp/Image_DB/committee/steel_structure/book/34313/34… · (a) 22mm 8.47 60mm 12mm Il o Il 185 8.488 36) < DC, iiiï 8.48 50mm . Created Date: 20130624200635Z
H syïÏ q®t b ³ïÙ´¢Ü æ C B ¢ å D£ T æ¶qlibrary.jsce.or.jp/Image_DB/committee/steel_structure/book/60273/... · ob× b)`ZC[VbÕmuPDSqlb\Bq# ( ¦y § ?bÕmu¬)9`jS# (
JSCElibrary.jsce.or.jp/Image_DB/committee/steel_structure/... · 2014. 10. 6. · A (VIJ : Düsseldorf-Flehe (VIJ : Rande Tjörn 140 O : 4.2.2 Z Düsseldorf-Flehe 1 0b b Z. < +13-1,
¹µ P K4 bÅî»2 3û A /ãb Ì#' 9library.jsce.or.jp/Image_DB/committee/steel_structure/... · 2014. 10. 17. · 5ð Ë"' U ÜÈ\¹µ P K4 bÅî»2 3û A /ãb Ì#' 9 The reappearance
library.jsce.or.jplibrary.jsce.or.jp/Image_DB/committee/steel_structure/book/56584/56584-0036.pdf · LINEA U TIMÅTE S Hy Hyo ð/ð MONOTONIC 15 yo 19993.3., (3) (4) yo TakedaæY)Þ
JSCElibrary.jsce.or.jp/Image_DB/committee/steel_structure/...BAKHT, B.:PPFRC 53 pp34-35, 1998.10. Vol.30, No.6, pp.432-440, 1991. -124- 2.5 2 1.5 1 0.5 0 15 10 5 0 -0.5 -10 -15 g-15(b)
library.jsce.or.jplibrary.jsce.or.jp/Image_DB/committee/steel_structure/book/55696/... · TOFD : Time-of-flight diffraction technique) 1970 TOFD g-2.4.1 TOFD 5 TOFD (a) TOFD [frJ
farhangi harman bashi 2
LE VIRUS DES BASHI
鋼板接着RC床版における損傷事例 - JSCElibrary.jsce.or.jp/Image_DB/committee/steel_structure/...図－2 Aランク損傷の内容（鋼板接着補強RC床版含む）
JSCElibrary.jsce.or.jp/Image_DB/committee/steel_structure/... · 2014. 10. 17. · w 37 O O O, 00 0 14 10 1600 194 150 50mm FËME 50mm 502 -200 200 42 (mm) 41 . 51 48 - Created Date:
第34回鋼構造基礎講座 鋼橋設計法の変遷－設計法の変遷から ...library.jsce.or.jp/Image_DB/committee/steel_structure/...2016 2015 2017 WI . = Wó É = ÷ $ Û$×
JSCElibrary.jsce.or.jp/Image_DB/committee/steel_structure/...The effect of the deck thickness, U—rib thickness and groove welding depth for the stress distribution of the steel Atsunori
JSCElibrary.jsce.or.jp › Image_DB › committee › steel_structure › ...steel fastener concrete 50 10i 50 forc c 30;37 /C 3945 GL36h 300 60 14 — 50 160 timber g-4 T CCÄ37Dñ¥£T)V
¨ê) 6× Q è ìlibrary.jsce.or.jp/Image_DB/committee/steel_structure/... · 2018. 11. 9. · 121 '¨ê) 6× Q è ì /¡ ) [c>*5ð S4"@b6× Q è ì /¡_X8Z1* í è0¦KS B Ý ÌM
#. RETROFITTING AND IDEAL FOR CORRODED STEEL …library.jsce.or.jp/Image_DB/committee/steel_structure/book/62579/62579-0119.pdf · 5ð5r4( «b+I8× P'Çb#'"g\#. RETROFITTING AND IDEAL
Èd! 2 # ´ Ô Â Û Ì ½? .µ - JSCElibrary.jsce.or.jp/Image_DB/committee/steel_structure/book/58850/... · ñ ¯ï±ç»ïÄ æµ«ÚÉ´ÝïÄÄÀ ... çççç RC [w çççç
GVGwGcGxGd5ð Ë'FþGUGQG;GeGzG GV2 3ûFÝ/ãFû PFéG Q èFþ …library.jsce.or.jp/Image_DB/committee/steel_structure/book/58850/58… · at weld root at deck plate with trough
