Interim Revisions for LRFD Bridge Seismic Design ...

[Pages:65]Republic of the Philippines Department of Public Works and Highways

DPWH Guide Specifications

LRFD BRIDGE SEISMIC DESIGN SPECIFICATIONS

Republic of the Philippines Department of Public Works and Highways

The DPWH Guide Specifications for LRFD Bridge Seismic Design Specifications is prepared under the

Consulting Services for the Detailed Design and Tender Assistance of the Metro Manila Priority Bridges Seismic Improvement Project (MMPBSIP)

JICA Loan No. PH-P260 (Rebidding)

2019 INTERIM REVISIONS TO DPWH LRFD SEISMIC BRIDGE DESIGN SPECIFICATIONS

PREFACE

The DPWH LRFD Bridge Seismic Design Specifications (BSDS), 2013 edition, was issued to provide guidance that will improve the seismic performance of bridges in the Philippines. However, many references were given to the AASHTO Specification prior to the publication of the DPWH Design Guidelines, Criteria & Standards (DGCS 2015). With the publication of the DGCS references were revised to follow the provisions of the DGCS.

Notable revisions to the BSDS includes:

? The use of a defined standard acceleration response spectra for Level 1 earthquake ground motion instead of the Level 1 acceleration coefficient contour maps, (3.4.1)

? Clarification on the definition of the soil N-values to the corrected N-values, (3.5.1,5.4.3.3), ? Coefficient of subgrade reaction equation, (4.4.2) ? Equation for P - requirement (4.7) ? Expansion joint (5.9) ? Seat length (2.1) and excessive displacement (7.5) ? Seismically isolated bridges (8.2) ? Corrections of inadvertently typing errors, updates addition/deletion, and revisions.

This Interim Revision (2019) is part of the efforts of the DPWH to periodically improve the BSDS provisions as refinements and technical improvements become available.

Acknowledgment is given to the Japan International Cooperation Agency (JICA) for the support in the preparation of this manual.

Department of Public Works and Highways

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Guide Specifications: LRFD Bridge Seismic Design Specifications

2019 INTERIM REVISIONS TO DPWH LRFD SEISMIC BRIDGE DESIGN SPECIFICATIONS

DPWH CORE ENGINEER GROUP (CEG) MEMBERS

Name 1. Mr. Edwin C. Matanguihan 2. Ms. Blesilda S. Ramos 3. Mr. Mariano Flores 4. Mr. Robert Jay Panaligan 5. Ms. Lara Marisse T. Inguito

6. Mr. Rodrigo de los Reyes

Position OIC Assistant Director

Bridge Chief Engineer IV Engineer III Engineer III

Project Manager III

7. Mr. Nelson B. Villar

Project Manager I

8. Mr. Norifel Teddie Cadiang

Engineer II

Organization

Bureau of Design, DPWH

Bureau of Design, DPWH

Bureau of Design, DPWH

Bureau of Design, DPWH

Bureau of Design, DPWH

Bridge Management ClusterUnified Project Management

Office, DPWH

Bridge Management ClusterUnified Project Management

Office, DPWH

Bridge Management ClusterUnified Project Management

Office, DPWH

TECHNOLOGY TRANSFER TEAM MEMBERS

Name

Position

Organization

1. Dr. Jovito C. Santos 2. Dr. Masahiko Yasuda 3. Mr. Naoto Mashiko 4. Mr. Eiji Ochiai 5. Dr. William Tanzo 6. Dr. Takayuki Tsuchida 7. Ms. Melodina Tua?o 8. Mr. Arwin Malabanan

Team Leader Member Member Member Member Member Member Member

Capacity Development Leader Seismic Design Specialist

Seismic Retrofitting Specialist Seismic Retrofitting Specialist

Seismic Hazard Specialist Seismic Isolation Design Specialist

Seismic Design Specialist ? 1 Seismic Design Specialist ? 2

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Department of Public Works and Highways

Guide Specifications: LRFD Bridge Seismic Design Specifications

2019 INTERIM REVISIONS TO DPWH LRFD SEISMIC BRIDGE DESIGN SPECIFICATIONS

TABLE OF CONTENTS

Page Preface................................................................................................................................................ i DPWH Core Engineer Group (CEG) Members ................................................................................ ii Technology Transfer Team Members ................................................................................................ ii Table of Contents.............................................................................................................................. iii

Instructions and Information ......................................................................................................... IR-i General .......................................................................................................................................... IR-i Affected Sections and Clauses ...................................................................................................... IR-i

SECTION 1: INTRODUCTION.............................................................................................IR1-1 1.1 Background.......................................................................................................................... IR1-1 1.3 Scope of Specifications ....................................................................................................... IR1-3 1.4 Seismic Design Philosophy ................................................................................................. IR1-4 1.5 Loads and Load and Resistance Factors for Seismic Design .............................................. IR1-5 1.6 Seismic Design Flowcharts ................................................................................................. IR1-7

SECTION 2:DEFINITIONS AND NOTATIONS.................................................................IR2-1 2.2 Notations.............................................................................................................................. IR2-1

SECTION 3: GENERAL REQUIREMENTS .......................................................................IR3-1 3.1 Applicability of Specifications ............................................................................................. IR3-1 3.3 Seismic Performance Requirements ..................................................................................... IR3-2

3.3.1 General ....................................................................................................................... IR3-2 3.4 Seismic Hazard ..................................................................................................................... IR3-2

3.4.1 General Procedure...................................................................................................... IR3-2 3.5 Site Effects............................................................................................................................ IR3-6

3.5.1 Ground Types Definitions (Site Class Definitions) ................................................... IR3-6 3.5.3 Site Factors................................................................................................................. IR3-6 3.8 Response Modification Factors ............................................................................................ IR3-7 3.8.1 General ....................................................................................................................... IR3-7

APPENDIX 3A: SPECTRAL ACCELERATION MAPS FOR LEVEL 1 EARTHQUAKE GROUND MOTION (100-YEAR RETURN PERIOD) .................................................................................................. IR3A-1

APPENDIX 3B: SPECTRAL ACCELERATION MAPS FOR LEVEL 1 EARTHQUAKE GROUND MOTION (1,000-YEAR RETURN PERIOD) .................................................................................................. IR3B-1

SECTION 4: ANALYSIS REQUIREMENTS.......................................................................IR4-1 4.1 General ................................................................................................................................ IR4-1 4.2 Single-Span Bridges ............................................................................................................ IR4-1 4.3 Multispan Bridges ............................................................................................................... IR4-2

4.3.3 Multimode Spectral Method ...................................................................................... IR4-2 4.3.4 Time-History Method ................................................................................................ IR4-2 4.4 Mathematical Model............................................................................................................ IR4-3

Department of Public Works and Highways

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Guide Specifications: LRFD Bridge Seismic Design Specifications

2019 INTERIM REVISIONS TO DPWH LRFD SEISMIC BRIDGE DESIGN SPECIFICATIONS

4.4.2 Coefficients of Subgrade Reaction and Foundation Spring Constants for Design Use ........................................................................................... IR4-3

4.7 P- Requirements Requirements ........................................................................................ IR4-4

SECTION 5: DESIGN REQUIREMENTS............................................................................IR5-1 5.1 General ................................................................................................................................. IR5-1 5.3 Calculation of Design Forces ............................................................................................... IR5-2

5.3.1 General ....................................................................................................................... IR5-2 5.3.2 Seismic Performance Zone 1 ..................................................................................... IR5-2 5.3.3 Seismic Performance Zone 2 ..................................................................................... IR5-2 5.3.4 Seismic Performance Zones 3 and 4 .......................................................................... IR5-3 5.4 Foundation Requirements..................................................................................................... IR5-4 5.4.2 Spread Foundation ..................................................................................................... IR5-4 5.4.3 Pile Foundation .......................................................................................................... IR5-4 5.7 Bearing Support System ....................................................................................................... IR5-9 5.7.1 General ....................................................................................................................... IR5-9 5.7.2 Design Seismic Force for Bearing Support System ................................................... IR5-9 5.9 Expansion Joints ................................................................................................................. IR5-10

SECTION 6: EFFECTS OF SEISMICALLY UNSTABLE GROUND ..............................IR6-1 6.1 Geotechnical Parameters of Extremely Soft Layer and Sandy Layer Prone to

Liquefaction......................................................................................................................... IR6-1 6.2.3 Assessment of Soil Liquefaction................................................................................ IR6-1 6.2.4 Reduction of Geotechnical Parameters ...................................................................... IR6-1

SECTION 7: REQUIREMENTS FOR UNSEATING PREVENTION SYSTEM .............IR7-1 7.1 Seat Length .......................................................................................................................... IR7-1 7.5 Structure or Device to Limit Excessive Displacement ........................................................ IR7-5

SECTION 8: REQUIREMENTS FOR SEISMICALLY ISOLATED BRIDGES .............IR8-1 8.1 General................................................................................................................................. IR8-1 8.2 Performance Verification of Seismically Isolated Bridges.................................................. IR8-1

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Department of Public Works and Highways

Guide Specifications: LRFD Bridge Seismic Design Specifications

INSTRUCTIONS AND INFORMATION

2019 INTERIM REVISIONS TO DPWH LRFD SEISMIC BRIDGE DESIGN SPECIFICATIONS

INSTRUCTIONS AND INFORMATION

GENERAL

This edition contains the Interim Revisions to the DPWH LRFD Bridge Seismic Design Specifications (BSDS), 1st Edition (2013). The pages are intended to provide reference to the revised sections of BSDS.

AFFECTED SECTIONS AND CLAUSES

Underlined texts indicate the proposed revisions and approved in 2018 by the DPWH Bureau of Design (BOD). Strikethrough texts indicate proposed deletions likewise approved by the BOD.

All interim pages have section headings and the interim publication year. Main clauses and commentaries affected, revised, deleted or inserted are given in the interim pages indicating the particular items affected by this interim revision. Sections that are not affected under this 2018 interim revision are not included herein and is taken to remain in the original 2013 edition. The list of affected sections are given below.

List of Changed Articles:

SECTION 1 : INTRODUCTION

1.1

1.3

1.4

1.5

1.6

SECTION 2 : DEFINITIONS AND NOTATIONS 2.2

SECTION 3 : GENERAL REQUIREMENTS

3.1

3.3

3.4

3.5

3.8

APPENDIX 3A

APPENDIX 3B

SECTION 4 : ANALYSIS REQUIREMENTS

4.1

4.2

4.3

4.4

4.7

SECTION 5 : DESIGN REQUIREMENTS

5.1

5.3

5.4

5.7

5.9

SECTION 6 : EFFECTS OF SEISMICALLY UNSTABLE GROUND 6.2

SECTION 7 : REQUIREMENTS FOR UNSEATING PREVENTION SYSTEM

7.2

7.5

SECTION 8 : REQUIREMENTS FOR SEISMICALLY ISOLATED BRIDGES

8.1

8.2

Department of Public Works and Highways Guide Specifications: LRFD Bridge Seismic Design Specifications

IR - i

INSTRUCTIONS AND INFORMATION

2019 INTERIM REVISIONS TO DPWH LRFD SEISMIC BRIDGE DESIGN SPECIFICATIONS

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IR- ii

Department of Public Works and Highways Guide Specifications: LRFD Bridge Seismic Design Specifications

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