Specifications for Highway Bridges Masahiro Ishida Public Works Research Institute JAPAN.

13
Specifications for Specifications for Highway Bridges Highway Bridges Masahiro Ishida Public Works Research Institute JAPAN

Transcript of Specifications for Highway Bridges Masahiro Ishida Public Works Research Institute JAPAN.

Page 1: Specifications for Highway Bridges Masahiro Ishida Public Works Research Institute JAPAN.

Specifications for Specifications for Highway BridgesHighway Bridges

Masahiro Ishida

Public Works Research Institute

JAPAN

Page 2: Specifications for Highway Bridges Masahiro Ishida Public Works Research Institute JAPAN.

Specifications for Highway BridgesSpecifications for Highway Bridges (Japan Road Association)(Japan Road Association)

•Part I : Common design principles•Part II : Steel bridges•Part III : Concrete bridges•Part IV : Substructures•Part V : Seismic design

Page 3: Specifications for Highway Bridges Masahiro Ishida Public Works Research Institute JAPAN.
Page 4: Specifications for Highway Bridges Masahiro Ishida Public Works Research Institute JAPAN.
Page 5: Specifications for Highway Bridges Masahiro Ishida Public Works Research Institute JAPAN.
Page 6: Specifications for Highway Bridges Masahiro Ishida Public Works Research Institute JAPAN.
Page 7: Specifications for Highway Bridges Masahiro Ishida Public Works Research Institute JAPAN.

Discussing Discussing NEXT Design CodeNEXT Design Code

Performance Based Design CodeLimit State Design Partial Safety Factors

Page 8: Specifications for Highway Bridges Masahiro Ishida Public Works Research Institute JAPAN.

Hierarchy of performance-based codes

LEVEL 2Functional Statement

LEVEL 3Performance Requirement

LEVEL 1Objectives

LEVEL 5Deemed-to-satisfy

LEVEL 4

Performance-based method

Page 9: Specifications for Highway Bridges Masahiro Ishida Public Works Research Institute JAPAN.
Page 10: Specifications for Highway Bridges Masahiro Ishida Public Works Research Institute JAPAN.
Page 11: Specifications for Highway Bridges Masahiro Ishida Public Works Research Institute JAPAN.

Figure 3. Confidence level of 95 % (SPP in sand subsoil layers)

0 10 20 30 40 50 600

20

40

60

80

100

120

140

160

N blow count

f (k

N/m

2 )

z=10

z=5

z=3

Page 12: Specifications for Highway Bridges Masahiro Ishida Public Works Research Institute JAPAN.

Figure 4. Estimated modification factors for popular piling methods

Figure 5. Estimated modification factors for innovative piling methods

Estimated modification factors for popular piling methods

Estimated modification factors for innovative piling methods

Page 13: Specifications for Highway Bridges Masahiro Ishida Public Works Research Institute JAPAN.