Structural Rehabilitation of Buildings
|
|
|
- Owen Jackson
- 6 years ago
- Views:
Transcription
1 Structural Rehabilitation of Buildings Satish Jain Iowa State University President, Satish Jain Consulting Engineers (INDIA) Iowa Better Concrete Conference-2017 Satish Jain Consulting Engineers Pvt. Ltd. 1
2 Structural Deterioration: Dilapidated buildings due to loss of mechanical properties of members due to durability and age related issues. Structural Upgradation: Strengthening/stiffening required due to additions or change of use or function of the building or due to seismic enhancement to the existing structure. Satish Jain Consulting Engineers Pvt. Ltd. 2
3 Strength Durability Seismic/Lateral Force Resistance Fire Resistance Satish Jain Consulting Engineers Pvt. Ltd. 3
4 Satish Jain Consulting Engineers Pvt. Ltd. 4
5 Image Courtesy: General Technologies Inc. Satish Jain Consulting Engineers Pvt. Ltd. 5
6 Image Courtesy: Image Courtesy: Tarek Alkhrdaji Satish Jain Consulting Engineers Pvt. Ltd. 6
7 Satish Jain Consulting Engineers Pvt. Ltd. 7
8 Image Courtesy: Tarek Alkhrdaji and Jay Thomas. Image Courtesy: VSL Structural Technologies Satish Jain Consulting Engineers Pvt. Ltd. 8
9 The Executive Tower of Mexico's Ministry of Economy, showing retrofitted bracing, incorporating RESTON SA shock absorbers, in each face of the building Satish Jain Consulting Engineers Pvt. Ltd. Image Courtesy: Mageba Group. 9
10 Satish Jain Consulting Engineers Pvt. Ltd. 10
11 Ultra High Performance Concrete Image Courtesy: Zach Haber, Genex Satish Jain Consulting Engineers Pvt. Ltd. Systems/FHWA TFHRC 11
12 Highly Packed UHPC Mix Image Courtesy: Zach Haber, Genex Satish Jain Consulting Engineers Pvt. Ltd. Systems/FHWA TFHRC 12
13 Compressive Strength : > 150 MPa ( ksi) Tensile Strength: Over 2 times greater than Concrete Highly Ductile: Post Cracking Ductility Chloride Ion Permeability: 1/10 to 1/50 of Concrete Better Freeze-Thaw characteristics Fracture Energy: 100 times of Concrete Ultra Durable Hence Ultra High Performance Satish Jain Consulting Engineers Pvt. Ltd. 13
14 Cost Effectiveness: Downsizing Dimensions and Sections Reduction in Steel Reinforcement Sustainability: Green Construction Minimized Maintenance due to superior durability Encourage use of recycled materials Satish Jain Consulting Engineers Pvt. Ltd. 14
15 Original Design: Ground + 3 Podium levels + 10 Residential Levels After Construction of Foundation: Ground + 3 Podium levels + 15 Residential Levels Challenge: Match gravity load Match earthquake forces/over-turning moments Made possible by changing the residential levels to UHPC Slabs Satish Jain Consulting Engineers Pvt. Ltd. 15
16 UHPC Waffle Deck from Wapello County Bridge Satish Jain Consulting Engineers Pvt. Ltd. 16
17 La Republique Bridge France (UHPC Piers and Girders) Use of thinner precast/prestressed UHPC Columns could create more usable area. Designed to be displacement compatible but with no moment taking capacity at ends. Satish Jain Consulting Engineers Pvt. Ltd. 17
18 Use of UHPC to strengthen corroded steel beams Application: Structural Steel Parking Garages Satish Jain Consulting Engineers Pvt. Ltd. 18
19 Use of UHPC layer on top of exposed concrete floors or cover concrete could help reduce the maintenance cycle several folds. Image Courtesy: Ductal Website Satish Jain Consulting Engineers Pvt. Ltd. 19
20 Courtesy: Prof. Eugen Bruhwiler Use of UHPC layer on top to increase negative bending moment capacity of slabs and beams Small development lengths: 6 to 10 times the bar diameter Satish Jain Consulting Engineers Pvt. Ltd. 20
21 UHPC Jacketing Image Courtesy: Ductal Website Satish Jain Consulting Engineers Pvt. Ltd. 21
22 Courtesy: Mitsuo Ozawa, Hiroaki Morimoto Satish Jain Consulting Engineers Pvt. Ltd. 22
23 Image Courtesy: Sub Bei, Lin Zhixiang Satish Jain Consulting Engineers Pvt. Ltd. 23
24 Rehabilitation of Joints using UHPC Satish Jain Consulting Engineers Pvt. Ltd. 24
25 Thank You! Iowa Better Concrete Conference-2017 Satish Jain Consulting Engineers Pvt. Ltd. 25
Experimental and Analytical Investigation of UHPC Pile-to-Abutment Connections
Experimental and Analytical Investigation of UHPC Pile-to-Abutment Connections Sriram Aaleti 1 and Sri Sritharan 2 1 Assistant Professor, Department of Civil, Construction and Environmental Engineering,
Figure 3: Analytic procedure
International Journal of Scientific and Research ublications, Volume 7, Issue 5, May 2017 567 Investigation of Integral Bridge Effect under Dynamic Loading Haymanmyintmaung *,kyawlinnhtat ** * Department
AN EXPERIMENTAL INVESTIGATION ON BEHAVIOR OF RC PARAPET WALL OF ABUTMENT UNDER COLLISION
International Journal of Civil Engineering and Technology (IJCIET) Volume 9, Issue 9, September 2018, pp. 1831 1838, Article ID: IJCIET_09_09_177 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=9&itype=9
Conditional assessment of Kiri Bridge in Shkoder, Albania
Conditional assessment of Kiri Bridge in Shkoder, Albania Gentian Rexhaj 1, Enea Mustafaraj 2 1 2 Department of Civil Engineering, Epoka University, Albania 2 Department of Civil Engineering, Epoka University,
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CSAH NO. 4 OVER THE CLEARWATER RIVER (DAM) DISTRICT 2 - CLEARWATER COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 4992 CSAH NO. 4 OVER THE CLEARWATER RIVER (DAM) DISTRICT 2 - CLEARWATER COUNTY PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS,
EFFECTS OF SPATIAL VARIATION OF SEISMIC INPUTS ON BRIDGE LONGITUDINAL RESPONSE
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 24 Paper No. 64 EFFECTS OF SPATIAL VARIATION OF SEISMIC INPUTS ON BRIDGE LONGITUDINAL RESPONSE Jiachen WANG 1, Athol
5 DAMAGE TO TRANSPORTATION FACILITIES
5 DAMAGE TO TRANSPORTATION FACILITIES In the Kocaeli, Turkey earthquake of August 17, 1999, extensive damage of transportation facilities occurred in the Kocaeli and Sakarya region, Turkey as shown in
STUDY OF THE REASONS THAT INDUCE CRACKS AT BRIDGE DECK END
STUDY OF THE REASONS THAT INDUCE CRACKS AT BRIDGE DECK END by Zhengyu Liu Research Team: Zhengyu Liu, Graduate Research Student, Bridge Engineering Center, Iowa State University Brent M Phares, Director,
Semi-Integral Abutment Bridges
Ministry of Transportation Report BO-99-03 Bridge Office Leslie Street Over Hwy 407 Semi-Integral Abutment Bridges Ministry of Transportation Report BO-99-03 Bridge Office Semi-Integral Abutment Bridges
2011 BRIDGE INSPECTION REPORT
2011 BRIDGE INSPECTION REPORT BYRD PARK PUMP STATION BRIDGE OVER KANAWHA CANAL April 2011 FINAL December 2011 Looking - from Abutment B to Abutment A Prepared by: WHITMAN, REQUARDT, & ASSOCIATES, LLP 9030
Critically damaged bridges & concepts for earthquake recovery
Critically damaged bridges & concepts for earthquake recovery J. Waldin, J. Jennings & P. Routledge Opus International Consultants Ltd, Christchurch, New Zealand 2012 NZSEE Conference ABSTRACT: This paper
CHAPTER 5 MODELING OF THE BRIDGE
62 CHAPTER 5 MODELING OF THE BRIDGE 5.1 MODELING SAP2000, a nonlinear software package was used for modeling and analysing the study bridge. The following list provides details about the element type used
Potential For Fracture To Occur In Iowa DOT Steel Girder Bridges Due to Triaxial Constraint
Potential For Fracture To Occur In Iowa DOT Steel Girder Bridges Due to Triaxial Constraint Introduction The purpose of this white paper is to provide information regarding the potential for fractures
CYCLIC TESTING OF REINFORCED CONCRETE COLUMNS WITH UNBONDED REINFORCEMENT
CYCLIC TESTING OF REINFORCED CONCRETE COLUMNS WITH UNBONDED REINFORCEMENT Keerthi RANASINGHE* 1, Hiroshi MUTSUYOSHI* 2 and Hiroki UCHIBORI* 3 ABSTRACT: This paper describes the seismic behavior of RC columns
Comparative Study of Behaviour of Integral and Bearing Type Bridge under Temperature Loading
IJSRD - International Journal for Scientific Research & Development Vol. 3, Issue 03, 2015 ISSN (online): 2321-0613 Comparative Study of Behaviour of Integral and Bearing Type Bridge under ing B. J. Shah
EVALUATION ON THE SHEAR STRENGTHENING EFFECT OF RC COLUMNS WITH CARBON FIBER SHEETS
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 16, 24 Paper No. 1369 EVALUATION ON THE SHEAR STRENGTHENING EFFECT OF RC COLUMNS WITH CARBON FIBER SHEETS YongTaeg LEE 1,
Earthquake Resistance of Bridges With Friction Slab Abutments
Earthquake Resistance of s With Friction Slab Abutments J. H. Wood John Wood Consulting, Lower Hutt. ABSTRACT: 2010 NZSEE Conference Findings from experimental and numerical research on the force resistance
STATE ROUTE 30 OVER BESSEMER AVE. SUPERSTRUCTURE REPLACEMENT IN 57 HOURS
STATE ROUTE 30 OVER BESSEMER AVE. SUPERSTRUCTURE REPLACEMENT IN 57 HOURS Louis J. Ruzzi P.E., PennDOT District 11-0 Bridge Engineer John Myler, PennDOT Assistant Construction Engineer, District 11-0 Bala
300 GEORGE ST REDEVELOPMENT IMPACT OF PROPOSED BASEMENT EXCAVATION ON THE ANN STREET ONRAMP STRUCTURES
300 GEORGE ST REDEVELOPMENT IMPACT OF PROPOSED BASEMENT EXCAVATION ON THE ANN STREET ONRAMP STRUCTURES BONACCI GROUP DOCUMENT HISTORY ISSUE REVISION DATE AUTHOR REVIEWER Issued for DTMR Review A October
PRELIMINARY GEOTECHNICAL DESIGN
PNCC Manawatu River Pedestrian/ Cycle Bridge PRELIMINARY GEOTECHNICAL DESIGN 1 Introduction Opus has been commissioned by the Palmerston North City Council (PNCC) to prepare a Detailed Business Case (DBC)
Integral bridges and environmental conditions
Integral bridges and environmental conditions COMISU CLAUDIU-CRISTIAN, BOACĂ GHEORGHITĂ Department of Roads and Foundations Faculty of Civil Engineering and Building Services The "Gheorghe Asachi" Technical
Analyses of State Highway Bridges Damaged in the Darfield and Christchurch Earthquakes
Analyses of State Highway Bridges Damaged in the Darfield and Christchurch Earthquakes J. H. Wood John Wood Consulting, Lower Hutt. ABSTRACT: 2012 NZSEE Conference Twelve State Highway (SH) bridges subjected
R-Group Finland Oy. RLS Lifting Sockets Technical Manual According to Eurocodes, EU Machinery directive 2006/42/EC and VDI/BV-BS 6205 CE Approved
R-Group Finland Oy RLS Lifting Sockets Technical Manual According to Eurocodes, EU Machinery directive 2006/42/EC and VDI/BV-BS 6205 CE Approved 9.1.2017 2 Table of Contents 1 DESCRIPTION OF THE SYSTEM...
Retrofit to improve earthquake performance of bridge abutment slopes
Proceedings of the Ninth Pacific Conference on Earthquake Engineering Building an Earthquake-Resilient Society 14-16 April, 2011, Auckland, New Zealand Retrofit to improve earthquake performance of bridge
Experimental investigation of axial load on low cycle fatigue performance of steel H piles in integral bridges
Experimental investigation of axial load on low cycle fatigue performance of steel H piles in integral bridges *Memduh Karalar 1) and Murat Dicleli 2) 1) Department of Civil Engineering, Bülent Ecevit
Caleb Mitchell. B.S., Kansas State University, 2016 A THESIS. submitted in partial fulfillment of the requirements for the degree MASTER OF SCIENCE
Finite Element Analyses and Proposed Strengthening of a Reinforced Concrete Box Girder Bridge Subjected to Differential Settlement by Caleb Mitchell B.S., Kansas State University, 2016 A THESIS submitted
An Integral Abutment Bridge with Precast Concrete Piles
An Integral Abutment Bridge with Precast Concrete Piles Final Report May 2007 Sponsored by the Iowa Highway Research Board (IHRB Project TR-438) and the Iowa Department of Transportation (CTRE Project
Appendix C Guidelines for Design of Integral Abutments March 3, 2003
These guidelines draw on the experiences and practices from Ontario, the FHWA, various DOT s and the UK Highways Agency. They provide guidance and outline the issues that need to be considered and should
Structural health monitoring of the reinforced concrete plug joint system for existing concrete bridges
Proceedings of the 9th International Conference on Structural Dynamics, EURODYN 214 Porto, Portugal, 3 June - 2 July 214 A. Cunha, E. Caetano, P. Ribeiro, G. Müller (eds.) ISSN: 2311-92; ISBN: 978-972-752-165-4
A Tale of Two Bridges: Comparison between the Seismic Performance of Flexible and Rigid Abutments
A Tale of Two Bridges: Comparison between the Seismic Performance of Flexible and Rigid Abutments A.M. Morsy. Department of Civil, Architectural, and Environmental Engineering, The University of Texas
Integral Abutment Bridge Design with Soil Structure Interaction
Integral Abutment Bridge Design with Soil Structure Interaction Thursday, May 11, 2017 3:00 PM 4:00 PM EST Speaker Engineer: Suthichai Saelim Project Location WESTBOROUGH Railroad HOPKINTON Project Location
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CSAH 24 OVER HAWKINSON CREEK ST. LOUIS COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 7685 CSAH 24 OVER HAWKINSON CREEK ST. LOUIS COUNTY JUNE 21, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS, INC. JOB
Design of Picton Railway Overbridge for Mine Subsidence
Design of Picton Railway Overbridge for Mine Subsidence Geraint Jones Long Bai Small Bridges Conference 24 November 2015 Introduction - Presentation Structure >Project Background >Longwall Mining >Location
Adaptation of Shot Peen Parameters for Gear Geometry
Adaptation of Shot Peen Parameters for Gear Geometry D. Breuer 1 and B. Matlock 2 1 Metal Improvement Company, Paramus, NJ USA 2 TEC Materials Testing, Knoxville, TN USA Abstract Shot peening is a well
Prof. Dr. Abdel Hakim Abdel Khalik Khalil CURRICULUM VITAE
Prof. Dr. Abdel Hakim Abdel Khalik Khalil CURRICULUM VITAE PERSONAL INFORMATION Name: Abdel Hakim Abdel Khalik Khalil First Name: Abdel Hakim Second Name: Abdel Khalik Date of Birth: 20/12/1955 Place of
APPENDIX A INTEGRAL ABUTMENTS
APPENDIX A INTEGRAL ABUTMENTS Appendix A Guidelines for Design of Integral Abutments Rev. 1 - September, 2007 These guidelines draw on the experiences and practices from Ontario, the FHWA, various DOT
PENNDOT e-notification
PENNDOT e-notification Bureau of Design Engineering Computing Management Division BRADD No. 027 August 30, 2010 Release of Version 3.1.5.0 PennDOT's Bridge Automated Design and Drafting Software (BRADD)
Update on Seismic Behavior and Design of
Update on Seismic Behavior and Design of Steel Plate Girder Bid Bridges Ahmad M. Itani, Ph.D., P.E., S.E. Professor Department of Civil and Environmental Engineering University of Nevada, Reno Background
DESIGN AND CONSTRUCTION OF BR1449 VICTORIA PARK DRIVE MODIFICATIONS, BURSWOOD, WA
DESIGN AND CONSTRUCTION OF BR1449 VICTORIA PARK DRIVE MODIFICATIONS, BURSWOOD, WA Brian Lord, Arup Pty Ltd, Australia ABSTRACT Arup was lead designer for Lend Lease on the Victoria Park Drive Modifications
Three Bridges at I-64/Mercury Boulevard Interchange in Hampton, VA
Three Bridges at I-64/Mercury Boulevard Interchange in Hampton, VA IRFAN A. ALVI, P.E., Alvi Associates, Inc., Baltimore, MD IBC-02-25 KEYWORDS: box girder, counterweight abutment, curved girder, high-performance
Development of a Transducer for Measuring Tensile Strains in Concrete Bridge Girders
Development of a Transducer for Measuring Tensile Strains in Concrete Bridge Girders By Dr. Jim Richardson, Dr. Michael Triche and Mr. Stephan Skelton Department of Civil and Environmental Engineering
Rebuilding and widening the 54- year-old Jane Addams Memorial Tollway into a state-of-the-art corridor linking Rockford to Elgin (three lanes) and
Overview Design criteria for I-90 over Kishwaukee Integral Abutment Bridges (IAB) Design Criteria Design analysis, details and construction Lessons Learned during construction Instrumentation by Illinois
CONSIDERATION OF ASPECT RATIO IN ULTIMATE FLEXURAL LOAD-CARRYING CAPACITY OF CFS REINFORCED RC BEAM
- Technical Paper - CONSIDERATION OF ASPECT RATIO IN ULTIMATE FLEXURAL LOAD-CARRYING CAPACITY OF CFS REINFORCED RC BEAM Ming-Chien HSU *1, Tetsukazu KIDA *2, Tadashi ABE *2 and Yoshitaka OZAWA *3 ABSTRACT
DATA GATHERING AND DESIGN DETAILS OF AN INTEGRAL ABUTMENT BRIDGE
DATA GATHERING AND DESIGN DETAILS OF AN INTEGRAL ABUTMENT BRIDGE Abstract S. Hassiotis M. ASCE Stevens Institute of Technology, Hoboken, N.J. 07030 sophia.hassiotis@stevens.edu An integral-abutment bridge
Technical Report Documentation Page
Technical Report Documentation Page 1. Report No. 2. Government Accession No. 4. Title and Subtitle Design and In-situ Load Testing of Bridge No. 2210010 County Road 6210 - Phelps County, MO 7. Author/s
OVER US 6 LATERAL BRIDGE SLIDE: I-75
LATERAL BRIDGE SLIDE: I-75 OVER US 6 Bob Beasley, PE, Ohio Bridge Manager, Arcadis U.S., Inc. Todd Lezon, Regional Manager, Kokosing Construction Company, Inc. November 4, 2016 1 Agenda Design Bob Beasley,
Detailed Seismic Assessment and Seismic Improvements of Market Road Underpass
Detailed Seismic Assessment and Seismic Improvements of Market Road Underpass D. Novakov, D. Ashby, T. Chin & A. George Opus International Consultants Ltd, Wellington - Auckland, New Zealand. G. Gregg
Reducing Bridge Damage Caused by Pavement Forces Part 1: Some Examples
Reducing Bridge Damage Caused by Pavement Forces Part 1: Some Examples BY MARTIN P. BURKE, JR. Innumerable bridges both in the U.S. and abroad have been, and continue to be, damaged by the restrained growth
Title: Seismic Design Recommendations for Steel Girder Bridges with Integral Abutments
G. Pekcan, A. Itani & E. Monzon 0 0 0 Title: Seismic Design Recommendations for Steel Girder Bridges with Integral Abutments Authors: Gokhan Pekcan, Ph.D. (CORRESPONDING AUTHOR) Assistant Professor Department
Winona Bridge Visual Quality Review Committee
Winona Bridge Visual Quality Review Committee Summary of Preferred Features October 7, 2014 Creating Bridges As Art 1 Summary of Preferred Features Based on Visual Quality Review Committee Final Design
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO th STREET OVER THE ZUMBRO RIVER CITY OF ROCHESTER
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 89188 7 th STREET OVER THE ZUMBRO RIVER CITY OF ROCHESTER OCTOBER 2, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS,
Low-Volume Road Abutment Design Standards
Low-Volume Road Abutment Design Standards V.W. Robbins HNTB Corporation 7450 W. 130th St., Suite 400 Overland Park, KS 66213 vrobbins@hntb.com F. Wayne Klaiber Bridge Engineering Center 418 Town Engineering
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO CRANE LAKE ROAD OVER HAWKINSON CREEK ST. LOUIS COUNTY
UNDERWATER BRIDGE INSPECTION REPORT STRUCTURE NO. 7883 CRANE LAKE ROAD OVER HAWKINSON CREEK ST. LOUIS COUNTY JUNE 21, 2012 PREPARED FOR THE MINNESOTA DEPARTMENT OF TRANSPORTATION BY COLLINS ENGINEERS,
Effect of Pile Orientation in Skewed Integral Abutment Bridges
Effect of Pile Orientation in Skewed Integral Abutment Bridges RABIH NAJIB, Ph.D., PE, Alpha Corporation, Baltimore, Maryland and AMDE M. AMDE, Ph.D., PE, University of Maryland, College Park, Maryland
Integral Abutment Bridges-Development of Soil Model for Soil Structure Interaction in Time History Analysis
International Journal of Engineering Research and Development e-issn: 2278-067X, p-issn: 2278-800X, www.ijerd.com Volume 10, Issue 3 (March 2014), PP.31-40 Integral Abutment Bridges-Development of Soil
Indian Concrete Institute Students Chapter
2017 BansilalRamnath Agarwal Charitable Trust s Vishwakarma Institute of Information Technology, Kondhwa (B.K), Pune 411048 A Report Of One-Day Workshop On NON-DESTRUCTIVE TESTING (NDT) 10.10.2017.-A Paradigm
Department of Civil Engineering QUESTION BANK. ST7202 Experimental Techniques and Instrumentation
Department of Civil Engineering QUESTION BANK ST7202 Experimental Techniques and Instrumentation QUESTION BANK DEPARTMENT: CIVIL( M.E STRUCTURAL ENGINEERING)Semester: II SUBJECT CODE: ST7202 Experimental
DURABILITY, LOW AND HIGH TEMPERATURE BEHAVIOUR OF ULTRA HIGH-PERFORMANCE FIBRE REINFORCED CONCRETE
DURABILITY, LOW AND HIGH TEMPERATURE BEHAVIOUR OF ULTRA HIGH-PERFORMANCE FIBRE REINFORCED CONCRETE Emmanuel Ferrier (1), Laurent Michel (1) and Dominique Corvez (2) (1) LGCIE Site Bohr, Université Claude
Development of Abutment Design Standards for Local Bridge Designs Volume 1 of 3
F. W. Klaiber, D. J. White, T. J. Wipf, B. M. Phares, V. W. Robbins Development of Abutment Design Standards for Local Bridge Designs Volume 1 of 3 Development of Design Methodology August 2004 Sponsored
Bahavior and Analysis of an Integral Abutment Bridge
Utah State University DigitalCommons@USU All Graduate Theses and Dissertations Graduate Studies 2013 Bahavior and Analysis of an Integral Abutment Bridge Conner D. Huffaker Follow this and additional works
Prediction of Concrete Integral Abutment Bridge Unrecoverable Displacements
SP-284 11 Prediction of Concrete Integral Abutment Bridge Unrecoverable Displacements WooSeok Kim, Jeffrey A. Laman, and Daniel G. Linzell Synopsis: Integral abutment bridges (IABs) have performed successfully
Four simply supported steel plate girders (appear to be an old railcar).
BRIDGE INSPECTION BRIDGE NO./NAME N4-005: Akolkolex Crawford FSR (19.0 km) Inspection Date: September 22 nd, 2012 Inspected By: M. Hanson, R. Veitch Year Built: 1982 Number of Spans: 1 Span Lengths: Superstructure
Lesner Bridge Replacement. April 24, 2017 Update. Construction Camera. Rendering of the Completed Lesner Bridge Structure
Lesner Bridge Replacement Rendering of the Completed Lesner Bridge Structure Construction Camera A construction camera has been installed to view images of the bridge construction. Images are updated on
Technology. Reinforced Earth Wall Typical Section. Traffic Barrier. Roadway. Select Granular Material. Facing Panel Random Backfill.
Bridge Applications Technology The Reinforced Earth Company (RECo) offers a variety of bridge abutment and bridge crossing solutions, each are based on project specific requirements. Bridge abutments are
Industrialisation in Construction- Housing and Residential Buildings
Industrialisation in Construction- Housing and Residential Buildings R Mark Lawson SCI Professor, University of Surrey February 2008 Modern Methods of Construction (MMC) Modern Methods of Construction
Keywords: integral abutment bridge, pile head abutment connection, finite element method.
Global Journal of Researches in Engineering: e Civil And Structural Engineering Volume 15 Issue 1 Version 1.0 Year 2015 Type: Double Blind Peer Reviewed International Research Journal Publisher: Global
BEHAVIOR AND ANALYSIS OF AN INTEGRAL ABUTMENT BRIDGE
BEHAVIOR AND ANALYSIS OF AN INTEGRAL ABUTMENT BRIDGE Paul J. Barr Marv W. Halling Conner Huffaker Hugh Boyle Utah State University Department of Civil and Environmental Engineering Logan, Utah September
The Pennsylvania State University. The Graduate School. Department of Civil and Environmental Engineering
The Pennsylvania State University The Graduate School Department of Civil and Environmental Engineering LENGTH LIMITATIONS OF PRESTRESSED CONCRETE GIRDER INTEGRAL ABUTMENT BRIDGES A Thesis in Civil Engineering
THERMAL ENERGY STORAGE TANK DOWN UNDER
THERMAL ENERGY STORAGE TANK DOWN UNDER OWNER ENGINEER TANK BUILDER Thermal Energy Storage Tank Walnut, CA Los Angeles area Community College serving over 50,000 students Host to the 2020 U.S. Olympic Track
Permanent deformation of bridge abutment on liquefiable soils
Permanent deformation of bridge abutment on liquefiable soils Akihiro TAKAHASHI 1, Hideki SUGITA 1 & Shunsuke TANIMOTO 1 ABSTRACT Seismic response of a bridge abutment located near a river dyke is the
COMBINED APPLICATION OF ULTRASONIC INSPECTION AND ACOUSTIC EMISSION MONITORING FOR EVALUATION OF FRACTURE CRITICAL MEMBERS IN RAILWAY BRIDGES.
COMBINED APPLICATION OF ULTRASONIC INSPECTION AND ACOUSTIC EMISSION MONITORING FOR EVALUATION OF FRACTURE CRITICAL MEMBERS IN RAILWAY BRIDGES Authors D. Nyborg, Research Physicist, TISEC Inc., Montreal;
EXAMINATION OF THE RESPONSE OF SKEWED STEEL BRIDGE SUPERSTRUCTURE DURING DECK PLACEMENT
Norton et al. Word Count: 8400 Tables: 5 Figures: 13 1 EXAMINATION OF THE RESPONSE OF SKEWED STEEL BRIDGE SUPERSTRUCTURE DURING DECK PLACEMENT Date submitted: 08/01/02 Date Revised and Resubmitted: 11/15/02
Emergency Bridge Stabilization at Mile Watrous Subdivision
Emergency Bridge Stabilization at Mile 189.70 Watrous Subdivision Christophe Deniaud, Ph.D., P.Eng. Bridge Engineer, CN 10004-104 Avenue Edmonton, Alberta, Canada T5J 0K2 Tel: (780) 421-6021 Fax: (780)
Seismic Analysis of Bridge Abutment-Soil Systems
ISSN: 2454-2377, Seismic Analysis of Bridge Abutment-Soil Systems M. G. Mahamuni 1* & Dr. S. K. Kulkarni 2 1 Post Graduate Student, Civil Engineering Department, Dr. D.Y. Patil School of Engg and Tech,
Executive Summary RPT-GEN November 28. Bridge No Quartz Creek Bridge Inspection Report
Executive Summary The No. 01607 carries the Trans-Canada Highway over Quartz Creek, approximately 45 km northwest of Golden, BC. As part of an Enhanced Bridge Inspection Program, the BC Ministry of Transportation
ABC OF BRIDGE NO. 465 I-195 Ramp (Dr-2) Over Warren Avenue
ABC OF BRIDGE NO. 465 I-195 Ramp (Dr-2) Over Warren Avenue FHWA Rhode Island Showcase October 30, 2014 Accent image here Primary Image here Presentation Outline Overview of the Project Scope ABC Project
3/18/03 CE Keith P. Brabant, P.E.
1 Keith P. Brabant, P.E. 2 SELECT GRANULAR BACKFILL 3 4 Maximum of 15% fines Maximum size of 4 inches Free-draining, frictional, and durable Graduation limits referenced by AASHTO T-27 5 US Sieve Size
Professor Stephen Downing
Professor Stephen Downing Department of Mechanical Science and Engineering University of Illinois at Urbana-Champaign 2002-2013 Darrell Socie, All Rights Reserved 1. Notch Rules 2. Fatigue Notch Factor
FHWA/IN/JTRP-2008/11. Final Report. Robert J. Frosch Michael E. Kreger Aaron M. Talbott
FHWA/IN/JTRP-28/11 Final Report EARTHQUAKE RESISTANCE OF INTEGRAL ABUTMENT BRIDGES Robert J. Frosch Michael E. Kreger Aaron M. Talbott May 29 INDOT Research TECHNICAL Summary Technology Transfer and Project
Modified Sheet Pile Abutment for Low-Volume Road Bridge
Modified Sheet Pile Abutment for Low-Volume Road Bridge Ryan R. Evans Department of Civil, Construction, and Environmental Engineering Iowa State University 176 Town Engineering Ames, IA 50011 ryevans@iastate.edu
Rahvusvaheline puitarhitektuuri konverents
Experiences from Modern Timber Bridge Building Rahvusvaheline puitarhitektuuri konverents Tallinn 25-26.11.2015 Hauke Burkart NPRA Bridge Section Topics Short history of modern Norwegian timber bridges
L. Greenfield Christchurch City Council M. Cowan Opus International Consultants W. du Plessis HEB Construction 26 March 2015
Canterbury Bridge Group Ferrymead Bridge L. Greenfield Christchurch City Council M. Cowan Opus International Consultants W. du Plessis HEB Construction 26 March 2015 Presenter: Lloyd Greenfield Senior
Aerial of Conceptual Path and Bridge Tysons-Old Meadow Road Bike/Ped Improvements
Aerial of Conceptual Path and Bridge Barnes & Noble at One Place Project Location Corner Center Proposed Bridge Encore Condominiums Regency Club Condominiums Path continues to Dolley Madison Boulevard
THE EFFECT OF EPS GEOFOAM BACKFILL ON THE SEISMIC PERFORMANCE OF INTEGRAL ABUTMENT BRIDGES MEGAN OOMS. A thesis submitted to the
THE EFFECT OF EPS GEOFOAM BACKFILL ON THE SEISMIC PERFORMANCE OF INTEGRAL ABUTMENT BRIDGES By MEGAN OOMS A thesis submitted to the Graduate School-New Brunswick Rutgers, The State University of New Jersey
Integral Abutment Bridges Australian and US Practice
Integral Abutment Bridges Australian and US Practice John Connal (M.Eng Sci., B.E. (civil) (Hons), Dip. C.E., F.I.E.Aust, M. ASCE, M. IABSE) Maunsell Australia Pty Ltd SYNOPSIS The structural system offered
Design Considerations for Integral Abutment/ Jointless Bridges in the USA
University of Wisconsin Milwaukee UWM Digital Commons Civil and Environmental Engineering Faculty Articles Civil and Environmental Engineering 3-2014 Design Considerations for Integral Abutment/ Jointless
Experimental Evaluation of Seismic Pounding at Seat- Type Abutments of Horizontally Curved Bridges
Experimental Evaluation of Seismic Pounding at Seat- Type Abutments of Horizontally Curved Bridges J.D. Wieser, E. Maragakis & I.G. Buckle Center for Civil Engineering Earthquake Research, University of
INTEGRAL ABUTMENT BRIDGE- A Review and Comparison of the Integral Bridge and Conventional Bridge
INTEGRAL ABUTMENT BRIDGE- A Review and Comparison of the Integral Bridge and Conventional Bridge Amit Bamnali 1, P.J. Salunke 2 1Post graduate student in Civil Engineering, MGM College of Engineering and
Geosynthetic Reinforced Soil (GRS) Integrated Bridge Systems (IBS) John Bowders University of Missouri
Geosynthetic Reinforced Soil (GRS) Integrated Bridge Systems (IBS) John Bowders University of Missouri Adams et al. (2012), FHWA Geosynthetic Reinforced Soil Integrated Bridge System Interim Implementation
Bridge pile abutment deck interaction in laterally spreading ground: Lessons from Christchurch
Bridge pile abutment deck interaction in laterally spreading ground: Lessons from Christchurch P.Tasiopoulou,E. Smyrou School of Civil Engineering, National Technical University, Athens İ.E. Bal Istanbul
Introduction. Substructure Inspection and Rating. Introduction. Introduction 28/03/2017
Introduction Substructure Inspection and Rating That portion of the bridge located below the bearings Abutments Piers Rated separately Purpose is to: Receive the loads from the superstructure Transfer
The Long Term Performance Of Skew Integral Bridges
The Long Term Performance Of Skew Integral Bridges Popoola, Oladele.O. Civil Engineering Department Afe Babalola University Ado-Ekiti, Nigeria oladelepope@yahoo.com Wasiu, John Civil Engineering Department
ILLINOIS INTEGRAL ABUTMENT BRIDGES: BEHAVIOR UNDER EXTREME THERMAL LOADING AND DESIGN RECOMMENDATIONS KURT PATRICK HOLLOWAY THESIS
ILLINOIS INTEGRAL ABUTMENT BRIDGES: BEHAVIOR UNDER EXTREME THERMAL LOADING AND DESIGN RECOMMENDATIONS BY KURT PATRICK HOLLOWAY THESIS Submitted in partial fulfillment of the requirements for the degree
Use of Ductile Iron Pipe Piles for a New Shared Use Path Bridge over Maribyrnong River in West Melbourne
Use of Ductile Iron Pipe Piles for a New Shared Use Path Bridge over Maribyrnong River in West Melbourne Dr Michael Wei 1, Jawad Zeerak 2, David Barton 3 1 Principal Geotechnical, EIC Activities Pty Ltd
SEISMIC FRAGILITY CURVES FOR SYSTEM AND INDIVIDUAL COMPONENTS OF MULTI-FRAME CONCRETE BOX-GIRDER BRIDGES
0 0 SEISMIC FRAGILITY CURVES FOR SYSTEM AND INDIVIDUAL COMPONENTS OF MULTI-FRAME CONCRETE BOX-GIRDER BRIDGES Mohammad Abbasi PhD candidate, University of Nevada, Reno Dept. of Civil and Environmental Engineering.
THERMAL BEHAVIOR OF IDOT INTEGRAL ABUTMENT BRIDGES AND PROPOSED DESIGN MODIFICATIONS
CIVIL ENGINEERING STUDIES Illinois Center for Transportation Series No. 12-022 UILU-ENG-2012-2025 ISSN: 0197-9191 THERMAL BEHAVIOR OF IDOT INTEGRAL ABUTMENT BRIDGES AND PROPOSED DESIGN MODIFICATIONS Prepared
Development of Preflex Composite Beam-Stub Abutment Integral Bridge System
Steel Structures 6 (2006) 175-181 www.kssc.or.kr Development of Preflex Composite Beam-Stub Abutment Integral Bridge System Jae-Ho Jung 1, Won-Sup Jang 1, Sung-Kun You 2, Young-Ho Kim 2 and Soon-Jong Yoon
Cold In-Place Recycling Forensic Study on U.S. Highway 34 Union County, Iowa
Cold In-Place Recycling Forensic Study on U.S. Highway 34 Union County, Iowa Michael Heitzman Office of Materials Iowa Department of Transportation 800 Lincoln Way Ames, Iowa 50010 Michael.Heitzman@dot.iowa.gov
Novel treatment technique
Final conference Zagreb, 27 th April 2018 TREAT How to choose the optimal rehabilitation technique Novel treatment technique Stanislav Lenart Slovenian National Building and Civil Engineering Institute