バックアップ一覧

記号 | A | B | C | D | E | F | G | H | I | J | K | L | M | N | O
P | Q | R | S | T | U | W | Y | p | t | 日本語

記号
- 1a
- 2680 Br.(906d)
- 2682 Br. in I-79(906d)
- 51.4 Bridge(906d)
- :RenameLog(906d)
A
- Allegheny River Br.(906d)
- Aquasabon River (defects in the short groove weld in the web)(906d)
B
- BOF hood(906d)
- Beaver Creek Br.(906d)
- Belle Fourche River Br.(906d)
C
- Canoe Creek Br.(906d)
- Case 1.B(906d)
- Case 1.D(906d)
- Case 1.E(906d)
- Case 1.F(906d)
- Case 1.H(906d)
- Case 2.A(906d)
- Case 2.B(906d)
- Case 2.C(906d)
- Case 2.D(906d)
- Case 2.E(906d)
- Case 2.F(906d)
- Case 2.G(906d)
- Case 2.H(906d)
- Case 3.A(906d)
- Case 3.B(906d)
- Case 3.C(906d)
- Case 3.D(906d)
- Case 3.E(906d)
- Case 3.F(906d)
- Case 3.G(906d)
- Case 3.H(906d)
- Case 4.A(906d)
- Case 4.B(906d)
- Case 4.C(906d)
- Case 4.D(906d)
- Case 4.E(906d)
- Case 4.G(906d)
- Case 4.H(906d)
- Cases in Japan.(906d)
- Cases in other countries.(906d)
- Categorized by location of cracks(906d)
- Chamberlain Br.(906d)
- Cleveland I-90 (vibration while the girders carried by train)(906d)
- Collapse of a Warehouse(906d)
- Comment(906d)
- Commodore John J. Barry Bridge(906d)
- Contribution(906d)
- Contribution and Access free data base
D
- Damaged Structure Reports
- Dan Ryan Express(906d)
- Daniel Boone Br.(906d)
- Data Base of Repair Cases on Fatigue Failures
- Deck-type Arch bridge on Tomei Expressway(906d)
- Deck-type Langer bridge on roadway bridge(906d)
- Deck-type curved-chord warren truss bridge(906d)
- Deck-type two hinge arch Br.(906d)
E
- EditMemo(906d)
F
- Fremont Bridge(906d)
- FrontPage(906d)
- Ft. Duquesne Br.(906d)
G
- Gerber bridge on roadway bridge(906d)
- Gerber bridge on roadway bridge (Part 2)(906d)
- Gulf Outlet Br.(906d)
H
- Haseltalbrucke Bridge(906d)
- History(906d)
- Home
I
- I-470 and I-79 tied arch Br.(906d)
- I-480 Cuyahoga River Br.(906d)
- I-83 and I-695 Interchange(906d)
- I-84(906d)
- I-93(906d)
- IIW-XIII-WG5(906d)
- Ikitsuki Bridge(906d)
- I桁下フランジ板継ぎ部
- I桁主桁と対傾構の接合部
- I桁主桁と横桁，対傾構の接合部
J
- Jhojuin Br. (connection plates between floor beams and truss chords)(906d)
K
- King Street Bridge(906d)
- Komazawa Br. (fatigue cracks at intersection of the lower flange of the stiffening girder and vertical member)(906d)
L
- Lafayette Street Br.(906d)
- Lehigh Canal and River Br.(906d)
- Literature survey(906d)
M
- M Bridge(906d)
- Maoroshi Bridge
- Mashita Bridge(906d)
- Member
- Members(906d)
- MenuBar(905d)
- Miki - Lab
- Minato-Shin bridge of R-23(906d)
N
- No. 28 County road Br.(906d)
O
- Ohira viaduct of R-50(welded joint between longitudinal trough rib and deck plate )(906d)
- Orthotropic Steel Bridge Deck(906d)
- Other cases(906d)
- Other cases.(906d)
P
- PC構造物
- Pedestrian Bridge
- Pedestrian Bridge(906d)
- Pedestrian Bridge1
- Platte-Winner Br.(906d)
- Polk County Br.(906d)
- Poplar Street Br.(906d)
- Prairie Du Chien Br.(906d)
Q
- Quinnipiac River (Defects in the butt welds of horizontal stiffener)(906d)
R
- RC構造物
- Ref.DATA(906d)
- Repair Case(906d)
- Repair of fatigue loaded welded structures(906d)
S
- SandBox(906d)
- Section D10(906d)
- Section L-2C(906d)
- Severn Crossing(906d)
- Shemimaru Bridge of Meishin Expressway(906d)
- Shindenpo Bridge of Route 43(906d)
- Shinkansen Br. (end of gusset attached to a flange)(906d)
- Shinkansen Br. (ends of vertical stiffener)(906d)
- Shinkansen Br. (fatigue cracks at coped end of girder)(906d)
- Shinkansen Br. (fatigue cracks at main girder - floorbeam connection)(906d)
- Shinkansen Br.(connections between stringers and floorbeams in steel railway trusses)(906d)
- Shitoku-Ohashi(906d)
- Shonan Br. of R-134(welded joint between longitudinal trough rib and deck plate )(906d)
- Skewed girder bridge on roadway bridge(906d)
- Sozuka-Ohhashi (at member connection)(906d)
- Sozuka-Ohhashi (at suspension member)(906d)
- Steel Bridge Pier(906d)
- Steel Pier with Box section on The Metropokitan Expressway
- Steel Pier with Box section on The Metropolitan Expressway(906d)
- Steel Pier with circular section on The Metropolitan Expressway(906d)
- Steel Railway Bridge in Norway(906d)
- Steel bridge of The Tomei Expessway(at sole plate)(906d)
- Steel bridge of The Tomei Expressway(906d)
- Steel bridge on Hanshin Expressway(906d)
- Steel bridge on Hanshin Expressway (at bracket end)(906d)
- Steel bridge on Hanshin Expressway (at branching girder end)(906d)
- Steel bridge on Hanshin Expressway (at cantilever bracket)(906d)
- Steel bridge on Hanshin Expressway (at corner plate weld)(906d)
- Steel bridge on Hanshin Expressway (at floor-beam coped end)(906d)
- Steel bridge on Hanshin Expressway (at floor-beam end)(906d)
- Steel bridge on Hanshin Expressway (at gusset end)(906d)
- Steel bridge on Hanshin Expressway (at sole plate)(906d)
- Steel bridge on Hanshin Expressway (at web gusset)(906d)
- Steel bridge on Hanshin Expressway (welded joint between longitudinal trough rib and orthotropic deck plate )(906d)
- Steel bridge on Hanshin Expressway (welded joints between vertical stiffeners and orthotropic deck plate)(906d)
- Steel bridge on The Metropolitan Expressway(upper end of vertical stiffener at end diaphragm)(906d)
- Steel bridge on The Metropolitan Expressway(welded joint between longitudinal trough rib and deck plate )(906d)
- Steel bridge on The Metropolitan Expressway(welded joint between longitudinal trough rib and deck plate )(Part 2)(906d)
- Steel bridge on The Metropolitan Expressway(welded joint between longitudinal trough rib and orthotropic deck plate )(906d)
- Steel bridge on highway I-75, Georgia, USA(906d)
- Steel bridge on roadway bridge (at coped end)(906d)
- Steel bridge on roadway bridge (at coped end) (Part 2)(906d)
- Steel bridge on roadway bridge(at sole plate)(906d)
- Steel bridge on roadway bridge(butt wellding of trough rib)(906d)
- Steel bridge on roadway bridge(intersection of a valve rib and a crossbeem)(906d)
- Steel bridge on roadway bridge(intersection of bulb ribs and crossbeems)(906d)
- Steel bridge on roadway bridge(intersection of bulb ribs and transverse rib)(906d)
- Steel bridge on roadway bridge(intersection of valve ribs and crossbeems)(906d)
- Steel bridge with eyebar-pin connections(906d)
- Steel bridge with hangers and pinned connections(906d)
- Steel girder interstate highway bridge(906d)
- Steel plate floor of The Metropolitan Expressway(906d)
- Steel transverse beam on The Metropolitan Expressway(906d)
T
- T-type steel pier on Hanshin Expressway(906d)
- The Fourth Line of The Metropolitan Expressway(906d)
- The Third line of The Metropolitan Expressway(906d)
- The Third line of The Metropolitan Expressway(Part 2)(906d)
- The bayshore Route of The Metropolitan Expressway (welded joint between longitudinal trough rib and orthotropic deck plate )(906d)
- The bridge on The Metropolitan Expressway(welded joint between longitudinal trough rib and orthotropic deck plate )(906d)
- Third St. Viaduct(906d)
- Thomas Br.(906d)
- Through-type Langer bridge on the roadway bridge(906d)
- Tokyo Gate Bridge(906d)
- Tokyo Tech - Miki Lab(906d)
- Two hinges arch bridge on roadway bridge(906d)
- Two hinges arch bridge on roadway bridge (Part 2)(906d)
U
- U.S.51 Br.(906d)
- Uリブを用いた鋼床版
W
- Walt Whitman Br.(906d)
- Woodrow Wilson Memorial Br.(906d)
Y
- Yamazoe Bridge(906d)
- Yellow Mill Pond Br. (Cover plate ends, stress concentration)(906d)
p
- pukiWiki文法(906d)
t
- test(906d)
日本語
- アーチ床組端横桁ウェブと縦桁の接合部
- サイトマップ
- ソールプレート
- トラフリブのデッキ側溶接部亀裂1（FR2）
- トラフリブのデッキ側溶接部亀裂2（FR2）
- トラフリブのデッキ側溶接部亀裂3（FR2）
- トラフリブのデッキ側溶接部亀裂（FR2）
- メンバー
- 上路アーチ端柱上の補剛桁ゲルバーヒンジ部
- 下路トラス支点上横桁端部
- 主桁、切欠
- 主桁・横桁溶接部
- 事例1
- 事例2-1-1
- 事例2-4-1
- 事例2-5-1
- 事例2-6-1
- 事例2-7-1
- 事例3-4-1
- 事例１
- 付属物 I桁橋外桁吊金具取付け溶接部
- 付属物標識柱
- 対傾構・垂直補剛材
- 床版
- 損傷事例
- 支承・伸縮
- 日本の事例
- 槽状桁
- 横桁取合部
- 横桁（ウェブ連結）
- 横桁（フランジ連結）
- 歩道橋支柱
- 点検基準
- 箱断面を有する鋼製橋
- 箱桁
- 箱桁内ダイアフラム（
- 縦桁横桁接合部
- 角鋼を用いた鋼製橋脚
- 計測結果
- 鈑桁
- 鋼床版
- 鋼床版の縦リブ突合せ
- 鋼床版デッキプレート
- 鋼床版トラフリブ突合
- 鋼床版箱桁 Uリブ突合せ溶接部
- 鋼床版箱桁垂直補剛材上端部
- 鋼床版箱桁支点上ダイヤフラム垂直補剛材と縦リブの溶接部
- 鋼構造
- 鋼構造き裂
- 鋼橋の疲労損傷データ
- 鋼箱桁ウェブ・横桁接
- 鋼箱桁ウェブ・横桁溶
- 鋼箱桁ゲルバー切欠部
- 鋼製ラーメン橋脚隅角
- 鋼製円形橋脚隅角部
- 鋼鉄道トラス橋垂直補
- 門型標識柱基部
- 閉断面リブ
- 開床式鋼下路鉄道橋横
- 開断面リブ
- 首都高速