BUILDING INTEGRITY SUMMARY REPORT
|
|
- Maximillian Ball
- 6 years ago
- Views:
Transcription
1 BUILDING INTEGRITY SUMMARY REPORT SUPPLIER NAME Kenpark Bangladesh Pvt.Ltd (Unit 1) UNITS AUDITED SUPPLIER ADDRESS Dry Process Building Sector 8, Plot 31-42, Chittagong Export Processing Zone, Chittagong, Bangladesh AUDIT DATE March 2014 AUDIT PERFORMED BY Department of Civil Engineering, Bureau of Research, Testing and Consultation, Bangladesh University of Engineering and Technology (BUET) AUDIT TEAM 2 auditors GRAVITY LOADING EVALUATION GREEN The building is fully safe. GREEN The building is fully safe. Dry Process Building AMBER The building's safety is not fully ensured. SEISMIC PERFORMANCE RATING POOR Possible significant structural and nonstructural damage POOR and/or result in falling hazards in a major seismic Dry Process Building POOR disturbance, representing appreciable life hazards. BRIEF DESCRIPTION OF METHODOLOGY Visual inspection and ASCE Tier-1 Analysis BUILDING INTEGRITY INSPECTION SUMMARY KENPARK BANGLADESH PVT LTD (UNIT 1) PAGE 1/6
2 DETAILED CONTENT VISUAL INSPECTION AND CONCLUDING REMARKS... 2 MAIN BUILDING... 2 WASH BUILDING... 2 DRY PROCESS BUILDING... 3 SEISMIC PERFORMANCE EVALUATION... 3 I. BASIC STRUCTURAL CHECKLIST NON-COMPLIANCES... 3 II. GEOLOGICAL SITE HAZARDS AND FOUNDATIONS CHECKLIST NON-COMPLIANCES... 4 III. BASIC NON-STRUCTURAL COMPONENT CHECKLIST NON-COMPLIANCES... 4 DETAILED DESCRIPTION OF METHODOLOGY... 4 VISUAL INSPECTION AND CONCLUDING REMARKS MAIN BUILDING Based on the Visual Assessment, we have decided that this building has fallen in safe, GREEN, category. There may be a potential cause of pounding due to different vibration modes of two dissimilar structures. The factory management has already arranged a Detail Engineering Assessment (DEA) from CUET and it has been concluded that the structure is properly designed as per code requirement. The single storied main factory building with a mezzanine floor and the single storied canteen have different framing system and both of them are connected at the ground floor level through a covered passageway. This may be a potential cause of pounding due to different vibration modes of two dissimilar structures. The fixed covered passageway need to be replaced with a sliding one to avoid pounding immediately. Bracings need to be provided to the steam pipes and other utility items which are hanging from the roof, immediately. The use of the building in its present condition may continue with due regards to the observations made above. WASH BUILDING This building has fallen in GREEN (safe) category considering the Factor of Safety (FOS) of all types of columns. From ASCE31 checklist, it is observed that some columns of ground floor do not satisfy the minimum requirements of shear stress. The affected columns need to be identified through DEA and strengthened immediately. The 3 storied extension building and the single storied washing plant have different framing system and both of them are connected at the ground & first floor levels; during occurrence of an earthquake pounding may occur. Sufficient gap based on DEA need to be provided to avoid pounding immediately. BUILDING INTEGRITY INSPECTION SUMMARY KENPARK BANGLADESH PVT LTD (UNIT 1) PAGE 2/6
3 Bracings need to be provided to the steam pipes and other utility items which are hanging from the roof, immediately. The use of the building in its present condition may continue with due regards to the observations made above. DRY PROCESS BUILDING The slender column used as central support appeared to be vulnerable under earthquake (strong beam weak column).the building has been tagged as AMBER with Detailed Engineering Assessment (DEA) to be commenced immediately and completed within the next 6 weeks. Bracings need to be provided to the steam pipes and other utility items which are hanging from the roof, immediately. The use of the building in its present condition may continue with due regards to the observations made above. SEISMIC PERFORMANCE EVALUATION I. BASIC STRUCTURAL CHECKLIST NON-COMPLIANCES Criteria Description of Conditions Comments Unit Building System - General The single-storied main factory building with a mezzanine floor and the single-storied canteen have The clear distance between the building different framing system and being evaluated and any adjacent both of them are connected Adjacent building shall be greater than 4 percent at the ground floor level Buildings of the height of the shorter building for through a covered Life Safety and Immediate Occupancy. passageway. Configuration The estimated distance between the story center of mass and the story center of rigidity shall be less than 20 Torsion percent of the building width in either plan dimension for Life Safety and Immediate Occupancy. Concrete Moment Frames Shear Stress Check The shear stress in the concrete columns, calculated using the Quick Check procedure of Section , shall be less than the greater of 100 psi or for Life Safety and Immediate Occupancy. Unreinforced Masonry Shear Walls Shear Stress The shear stress in the unreinforced Check masonry shear walls, calculated using There is a single story steel structure/shed connected with the extension building. The distance between story center of mass and center of rigidity is not less than the 20% of plan dimension in both direction due to mezzanine. The columns of ground floor are not satisfying the mentioned requirements. All unreinforced masonry shear walls do not satisfy the BUILDING INTEGRITY INSPECTION SUMMARY KENPARK BANGLADESH PVT LTD (UNIT 1) PAGE 3/6
4 the Quick Check procedure of Section , shall be less than 30 psi for clay units and 70 psi for concrete units for Life Safety and Immediate Occupancy. mentioned requirement. II. GEOLOGICAL SITE HAZARDS AND FOUNDATIONS CHECKLIST NON-COMPLIANCES Criteria Description of Conditions Comments Unit III. BASIC NON-STRUCTURAL COMPONENT CHECKLIST NON-COMPLIANCES Criteria Description of Conditions Comments Unit Lighting Fixtures Emergency lighting shall be anchored or Emergency Emergency lighting is not braced to prevent falling during an Dry Process Lighting securely fixed. earthquake. Building Building Contents and Furnishing Tall Narrow Contents Contents over 4 feet in height with a height-to-depth or height-to-width ratio greater than 3-to-l shall be anchored to the floor slab or adjacent structural walls. A height-to-depth or height-towidth ratio of up to 4-to-l is permitted where only the Basic Nonstructural Component Checklist is required. Mechanical and Electrical Equipment Attached Equipment Equipment weighing over 20 lb that is attached to ceilings, walls; or other supports 4 feet above the floor level shall be braced. The height to width ratio of tall rack is greater than 4 and are needed to be braced. External AC units may not be adequately braced. Dry Process Building All DETAILED DESCRIPTION OF METHODOLOGY 1. The following criteria are used for the building integrity inspection: A. Permit review and verification. B. Visual assessment. C. Detailed assessment following ASCE-31 standards. i. Level of Investigation ii. Level of Performance Evaluation to Life Safety Performance Level (L.S.) iii. Level of Seismicity According to BNBC (1993) and based on geotechnical investigation report 1. Zone coefficient 2. Site Class (as per BNBC 1993) Design short period response acceleration S DS BUILDING INTEGRITY INSPECTION SUMMARY KENPARK BANGLADESH PVT LTD (UNIT 1) PAGE 4/6
5 Design spectral response acceleration at 1 sec. SD 1 iv. Building Type v. Screening Phase (Tier 1) vi. Basic Structural Checklist vii. Geological Site Hazards and Foundation Checklist viii. Basic Non-structural Component Checklist 2. Gravity Loading Evaluation Definitions GREEN YELLOW AMBER RED Factor of Safety (FS) of Column Strength is greater than the building is fully safe Factor of Safety (FS) of Column Strength is between 1.5 and the building is marginally safe Factor of Safety (FS) of Column Strength is between 1.25 and the building's safety is not fully ensured Factor of Safety (FS) of Column Strength is less than the building is unsafe 3. Seismic Performance Ratings ( ) GOOD FAIR POOR VERY POOR Buildings and other structures whose performance during a major seismic disturbance is anticipated to result in structural and nonstructural damage and/or falling hazards that would not significantly jeopardize life. Buildings and other structures with a GOOD rating would represent an acceptable level of earthquake safety, such that funds need not be spent to improve their seismic resistance to gain greater life safety. Buildings and other structures whose performance during a major seismic disturbance is anticipated to result in structural and nonstructural damage and/or falling hazards that would represent low life hazards. Buildings and other structures with a FAIR seismic rating would be given a low priority for expenditures to improve their seismic resistance and/or to reduce falling hazards so that the building could be reclassified GOOD. Buildings and other structures expected to sustain significant structural and nonstructural damage and/or result in falling hazards in a major seismic disturbance, representing appreciable life hazards. Such buildings or structures either would be given a high priority for expenditures to improve their seismic resistance and/or to reduce falling hazards so that the building could be reclassified GOOD, or would be considered for other abatement programs, such as reduction of occupancy. Buildings and other structures whose performance during a major seismic disturbance is anticipated to result in extensive structural and nonstructural damage, potential structural collapse, and/or falling hazards that would represent high life hazards. Such buildings or structures either would be given BUILDING INTEGRITY INSPECTION SUMMARY KENPARK BANGLADESH PVT LTD (UNIT 1) PAGE 5/6
6 the highest priority for expenditures to improve their seismic resistance and/or to reduce falling hazards so that the building could be reclassified GOOD, or would be considered for other abatement programs, such as reduction of occupancy. BUILDING INTEGRITY INSPECTION SUMMARY KENPARK BANGLADESH PVT LTD (UNIT 1) PAGE 6/6
BUILDING INTEGRITY SUMMARY REPORT
BUILDING INTEGRITY SUMMARY REPORT SUPPLIER NAME SUPPLIER ADDRESS AUDIT DATE January 2014 AUDIT PERFORMED BY Cosmopolitan Industries Pvt Ltd Khejur Bagan, Bara Ashulia, Savar, Dhaka, Bangladesh Department
More informationBUILDING INTEGRITY SUMMARY REPORT
BUILDING INTEGRITY SUMMARY REPORT SUPPLIER NAME UNITS AUDITED Opex Mills 4X 6X Denim Rope Denim SSL SSL3 Utility Diesel SUPPLIER ADDRESS AUDIT DATE January 2014 AUDIT PERFORMED BY AUDIT TEAM Kanchpur,
More information3.5 Tier 1 Analysis Overview Seismic Shear Forces
Chapter 3.0 - Screening Phase (Tier ) 3.5 Tier Analysis 3.5. Overview Analyses performed as part of Tier of the Evaluation Process are limited to Quick Checks. Quick Checks shall be used to calculate the
More informationBUILDING INTEGRITY DEA SUMMARY REPORT
BUILDING INTEGRITY DEA SUMMARY REPORT SUPPLIER NAME UNITS AUDITED Opex Mills SSL2 Building 4X Generator Building 6X Generator Building Denim Generator Building Rope Denim Generator Building SSL Generator
More informationIJSRD - International Journal for Scientific Research & Development Vol. 4, Issue 05, 2016 ISSN (online):
IJSRD - International Journal for Scientific Research & Development Vol. 4, Issue 05, 2016 ISSN (online): 2321-0613 Seismic analysis of RC Building Frame with Different Bracing Systems Mohammed Ali Khan
More informationABA Fashions Ltd. Plot #9, Block F, Tongi, Gazipur-1710 ( N, E) 08 MARCH 2014
ABA Fashions Ltd. Plot #9, Block F, Tongi, Gazipur-1710 (23.885176N, 90.399821E) 08 MARCH 2014 1 2 Observations 3 Highly stressed columns Cursory calculations indicate column at a high working stress.
More informationMcMULLAN & ASSOCIATES, INC.
McMULLAN & ASSOCIATES, INC. SEISMIC EVALUATION REPORT for the The Castle Building Prepared For Smithsonian Institution Washington, D.C. February 28, 2002 86 Seismic Evaluation G.2 THE CASTLE BUILDING WASHINGTON,
More information"Impact of New IS 1893 & Related Codes on Design of tall Buildings, Including Trend Setting Structures
"Impact of New IS 1893 & Related Codes on Design of tall Buildings, Including Trend Setting Structures Conference on Planning and Design of Tall Buildings including Earthquake and Wind Effects By S. C.
More informationStructural Inspection Report
Revision: Issue 2 Date: 23 rd June 2014 Cherry Pvt. Ltd. Florence Fashions Ltd. Ultimate Ltd. Chandand Fashion Ltd. Joy Fashion Ltd. Structural Inspection Report Authors: Adrian Ryan, Cathal Mac an tsearraigh
More informationVolume 1. HOW TO MAKE A DREAM HOUSE EARTHQUAKE RESISTANT Contents
Preparation of Seismic Design Manuals for Earthquake Disaster Mitigation Volume 1 HOW TO MAKE A DREAM HOUSE EARTHQUAKE RESISTANT Contents Part I: A house and its behavior during earthquake A House? How
More informationDESIGN CRITERIA. Allowable Stress Design (ASD) AISC-1999.
DESIGN CRITERIA 1. INTRODUCTION This appendix summarizes the codes, standards, criteria, and practices that are generally used in the design and construction structural engineering system for the Sarker
More informationgwinnettcounty RACKING SHELVING CONVEYOR CONSTRUCTION CODE COMPLIANCE GUIDELINES Permitting Procedure
Plan review and permitting requirements for storage systems such as storage racks, storage shelving, pallet racks, movable shelf racks, and conveyors. Permitting Procedure A Building Permit (BLD) is required
More informationSEAU 5 th Annual Education Conference 1. ASCE Concrete Provisions. Concrete Provisions. Concrete Strengths. Robert Pekelnicky, PE, SE
ASCE 41-13 Concrete Provisions Robert Pekelnicky, PE, SE Principal, Degenkolb Engineers Chair, ASCE 41 Committee* *The view expressed represent those of the author, not the standard s committee as a whole.
More informationSupplemental Plan Check List for Unreinforced Masonry (URM) Retrofit
Supplemental Plan Check List for Unreinforced Masonry (URM) Retrofit Plan Check/PCIS App #: Job Address: P.C. Engineer: Phone: (E -mail: first name.last name@ lacity.org) For instructions and other information,
More informationNON-LINEAR STATIC PUSHOVER ANALYSIS FOR MULTI-STORED BUILDING BY USING ETABS
NON-LINEAR STATIC PUSHOVER ANALYSIS FOR MULTI-STORED BUILDING BY USING ETABS Polupalli Victor Paul 1, K Sampath Kumar 2 1 PG Student, Dept of Civil Engineering, Nova College of Engineering & Technology,
More informationAbanti Color Tex Ltd. Plot-S, A-646, Shashongaon Enayetnager, Fatullah, Narayangonj ( E, N) 28 June 2014
1 Abanti Color Tex Ltd. Plot-S, A-646, Shashongaon Enayetnager, Fatullah, Narayangonj (90.476444E, 23.622806N) 28 June 2014 2 Preliminary calculations suggest columns in Units 1 and 2 are highly stressed
More informationPlan Check No. Checked by: An Appointment Is Required for Verification
SUPPLEMENTAL CORRECTION SHEET UNREINFORCED MASONRY (URM) RETROFIT ( 2002 LABC ) Plan Check No. Checked by: Permit Appl. # An Appointment Is Required for Verification Job Address: For appt. call: APPLICATION
More informationPEER/CSSC Tall Building Design Case Study Building #1. J. Andrew Fry John Hooper Ron Klemencic Magnusson Klemencic Associates
PEER/CSSC Tall Building Design Case Study Building #1 J. Andrew Fry John Hooper Ron Klemencic Magnusson Klemencic Associates Building Information Located in Los Angeles 42-Story 410 ft Tall 108 ft X 107
More informationEARTHQUAKE DESIGN CONSIDERATIONS OF BUILDINGS. By Ir. Heng Tang Hai
EARTHQUAKE DESIGN CONSIDERATIONS OF BUILDINGS By Ir. Heng Tang Hai SYPNOSIS 1. Earthquake-Induced Motions 2. Building Configurations 3. Effectiveness Of Shear Walls 4. Enhancement Of Ductility In Buildings
More informationSeismic Behavior of Soft First Storey
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) ISSN: 78-168 Volume, Issue 5 (Nov. - Dec. 1), PP 8-33 Seismic Behavior of Soft First Storey 1 P.B.Lamb, Dr R.S. Londhe 1 PG Student Applied
More informationThe designer shall also submit additional information required by the University as described and underlined below.
I. Structural Engineering Submissions The designer shall submit all information required by the State Construction Office (SCO) as described in the State Construction Manual Chapter 300 - Project Design
More information4.2 Tier 2 Analysis General Analysis Procedures for LSP & LDP
4.2 Tier 2 Analysis 4.2.1 General Four analysis procedures are provided in this section: Linear Static Procedure (LSP), Linear Dynamic Procedure (LDP), Special Procedure, and Procedure for Nonstructural
More informationDEFINING RIGID VS. FLEXIBLE NONSTRUCTURAL COMPONENTS
10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21-25, 2014 Anchorage, Alaska DEFINING RIGID VS. FLEXIBLE NONSTRUCTURAL COMPONENTS B. E. Kehoe 1
More informationINITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR)
INITIAL STRUCTURAL INTEGRITY ASSESSMENT REPORT (SIAR) Factory Name: Karardi, Shibpur, Narsingdi, Narsingdi Dhaka Bangladesh 10 May 2013 The Alliance for Bangladesh Worker Safety Page 1/15 10 May 2013 Introduction
More informationLATERAL DRIFT DESIGN IN COLD FORMED STEEL WALL SYSTEMS
1 LATERAL DRIFT DESIGN IN COLD FORMED STEEL WALL SYSTEMS Thomas Castle, S.E. 2 This presentation is published by the Cold-Formed Steel Engineers Institute ( CFSEI ). The information herein shall not constitute
More informationInternational Journal of Advanced Structural Engineering, Vol. 3, No. 1, Pages , July 2011
International Journal of Advanced Structural Engineering, Vol. 3, No. 1, Pages 111-120, July 2011 Archive of SID Islamic Azad University, South Tehran Branch Published online July 2011 at (http://journals.azad.ac.ir/ijase)
More informationEffect of Standard No Rules for Moment Resisting Frames on the Elastic and Inelastic Behavior of Dual Steel Systems
Engineering, Technology & Applied Science Research Vol. 7, No. 6, 2017, 2139-2146 2139 Effect of Standard No. 2800 Rules for Moment Resisting Frames on the Elastic and Inelastic Behavior of Dual Steel
More informationIndex terms Diagrid, Nonlinear Static Analysis, SAP 2000.
Pushover Analysis of Diagrid Structure Ravi K Revankar, R.G.Talasadar P.G student, Dept of Civil Engineering, BLDEA S V.P Dr P.G Halakatti College of Engineering & Technology Bijapur-586101 Associate Professor,
More informationSeismic Design Criteria for Structures, Systems, and Components in Nuclear Facilities
ASCE/SEI 43-05 American Society of Civil Engineers Seismic Design Criteria for Structures, Systems, and Components in Nuclear Facilities This document uses both the International System of Units (SI) and
More informationStructural Engineering
Structural Engineering 4 4.0 TABLE OF CONTENTS 4.1 General Approach 115 Submission Requirements 4.2 Codes and Standards 116 Structural Design of New Buildings 116 Use of Recycled Materials 4.3 Structural
More informationEarthquake Resistant Design. Dr. S. K. PRASAD Professor of Civil Engineering S. J. College of Engineering, Mysore
Earthquake Resistant Design Dr. S. K. PRASAD Professor of Civil Engineering S. J. College of Engineering, Mysore Email : skprasad@sjce.ac.in Natural Disasters Earthquake Tornado, Cyclone Floods Fire Natural
More informationEARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETE BUILDINGS AND CONCRETE WITH MASONRY INFILL BUILDINGS
CHAPTER A5 EARTHQUAKE HAZARD REDUCTION IN EXISTING CONCRETE BUILDINGS AND CONCRETE WITH MASONRY INFILL BUILDINGS The provisions contained in this chapter have not been adopted by the City of Dallas. SECTION
More information4.6 Procedures for Connections
4.6 Procedures for Connections This section provides Tier 2 evaluation procedures that apply to structural connections: anchorage for normal forces, shear transfer, vertical components, interconnection
More informationADVANCED PASSIVE CONTROL TECHNIQUES FOR RETROFIT OF EXISTING BUILDINGS IN SEISMIC ZONE
ADVANCED PASSIVE CONTROL TECHNIQUES FOR RETROFIT OF EXISTING BUILDINGS IN SEISMIC ZONE Fu Lin ZHOU 1, X Y GAO 2, W M YAN 3, Z G XU 4, W G LIU 5, J L XIE 6 And Joe CHUNG 7 SUMMARY A great number of existed
More informationInternational Journal of Scientific & Engineering Research, Volume 5, Issue 5, May ISSN
International Journal of Scientific & Engineering Research, Volume 5, Issue 5, May-2014 86 EFFECT OF DIFFERENT SHEAR WALL CONFIGURATIONS ON SEISMIC RESPONSE OF A MOMENT-RESISTING FRAME Anshul Sud 1, Raghav
More informationIJSRD - International Journal for Scientific Research & Development Vol. 2, Issue 07, 2014 ISSN (online):
IJSRD - International Journal for Scientific Research & Development Vol., Issue, ISSN (online): - Importance of ing of Masonry and Effect of Soft Storey on Seismic Performance of R.C High Rise Building
More informationThesis Proposal. Nasser Marafi. Center & Facility Service Building. St. Joseph Hospital of Orange Patient Care. Proposal
St. Joseph Hospital of Orange Patient Care Center & Facility Service Building Proposal Professor Andres Lepage STRUCTURAL OPTION December 17th 2007 Executive Summary Thesis Proposal During the upcoming
More informationFEMA P-593 STEP-BY STEP PRESCRIPTIVE RETROFIT FOR CRIPPLE WALL BRACING & ANCHORAGE TO FOUNDATION
INTRODUCTION Objective of provisions: The provisions of IEBC Appendix Chapter A3 are intended to reduce hazard of earthquake-induced damage (IEBC A301.1). These provisions are not intended to eliminate
More informationA Performance Based Evaluation of a Wall- Frame Structure Employing the Pushover Analysis Tool
A Performance Based Evaluation of a Wall- Frame Structure Employing the Pushover Analysis Tool Kiran Kamath 1, Jose Camilo Karl Barbosa Noronha 2, Sachin Hirannaiah 3 Professor, Dept. of Civil Engineering,
More informationLinear and Nonlinear Seismic Analysis of a Tall Air Traffic Control (ATC) Tower
Linear and Nonlinear Seismic Analysis of a Tall Air Traffic Control (ATC) Tower A. Adnan, M. Vafaei & A.K. Mirasa Faculty of Civil Engineering, Universiti Teknologi Malaysia SUMMARY: Air Traffic Control
More informationSECTION SEISMIC RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS REVISED PART 1 GENERAL 1.1 DESCRIPTION:
SECTION 13 05 41 SEISMIC RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS REVISED 1-25-13 PART 1 GENERAL 1.1 DESCRIPTION: A. Provide seismic restraint in accordance with the requirements of this section
More informationNonlinear Pushover Analysis of Steel Frame Structure Dahal, Purna P., Graduate Student Southern Illinois University, Carbondale
Nonlinear Pushover Analysis of Steel Frame Structure Dahal, Purna P., Graduate Student Southern Illinois University, Carbondale Abstract: The applicability of the SAP2000 software for the nonlinear pushover
More informationPanduit Corporation Tinley Park, Illinois. Outset and Inset Cabinets Seismic Load Rating and Anchorage Design
Panduit Corporation Tinley Park, Illinois Outset and Inset Cabinets Seismic Load Rating and Anchorage Design February 13, 2013 Degenkolb Job Number B2439007.00 www.degenkolb.com 500 Degenkolb Engineers
More informationINTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 2, 2011
INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 2, 2011 Copyright 2010 All rights reserved Integrated Publishing services Research article ISSN 0976 4399 Solution of Shear Wall Location
More informationPEER Tall Building Seismic Design Guidelines
PEER Tall Building Seismic Design Guidelines Preliminary Design Recommendations & Performance Studies John Hooper Principal & Director of Earthquake Engineering Magnusson Klemencic Associates SEAW November
More informationDEFINITIONS AND GENERAL EQUIREMENTS
DEFINITIONS AND GENERAL EQUIREMENTS 1.1 INTRODUCTION 1.1.1 SCOPE The definitions providing meanings of different terms and general requirements for the structural design of buildings, structures, and components
More informationPushover Analysis of High Rise Reinforced Concrete Building with and without Infill walls
Pushover Analysis of High Rise Reinforced Concrete Building with and without Infill walls Phadnis P.P. 1, Prof. (Dr.) Kulkarni D. K. 2 1Research Scholar, Department of Technology, Shivaji University, Kolhapur,
More informationAPPLICATION OF PERFORMANCE - BASED DESIGN TO UPGRADE UNSYMMETRICAL RC BUILDING
Int. J. Struct. & Civil Engg. Res. 2013 Ravi K Sharma and S S Gehlot, 2013 Research Paper ISSN 2319 6009 www.ijscer.com Vol. 2, No. 3, August 2013 2013 IJSCER. All Rights Reserved APPLICATION OF PERFORMANCE
More informationAN ASSESSMENT OF SAFETY OF A REAL SIX STORIED R.C.C FRAME STRUCTURE BY NON LINEAR STATIC PUSHOVER ANALYSIS
Proceedings of the 3 rd International Conference on Civil Engineering for Sustainable Development (ICCESD 2016), 12~14 February 2016, KUET, Khulna, Bangladesh (ISBN: 978-984-34-0265-3) AN ASSESSMENT OF
More informationConsideration of torsional irregularity in Modal Response Spectrum Analysis
Earthquake Resistant Engineering Structures X 209 Consideration of torsional irregularity in Modal Response Spectrum Analysis O. A. Mohamed & O. A. Abbass Department of Civil Engineering, Abu Dhabi University,
More informationAvailable at: Last Modified: December 2012
6.3 Architectural Components 6.3.7 Chimneys and Stacks 6.3.7.1 Unreinforced Masonry Chimney Unreinforced masonry (URM) chimneys are extremely vulnerable to earthquake damage; their behavior has long been
More informationSTATE UNIVERSITY CONSTRUCTION FUND
STATE UNIVERSITY CONSTRUCTION FUND The following checklist show the general items required by the Agreement and the Program Directives. Unless included in the lump sum fee or the Schedule B of the Consultant
More informationHilton Baltimore Convention Center Hotel Western Podium
Hilton Baltimore Convention Center Hotel Western Podium CHRIS SIMMONS Structural Option Faculty Consultant: Dr. Ali M. Memari Thesis Proposal TABLE OF CONTENTS EXECUTIVE SUMMARY. Page 3 INTRODUCTION..
More informationComparison of Chilean and US Seismic Design Provisions for Timber Structures
Comparison of Chilean and US Seismic Design Provisions for Timber Structures J. Daniel Dolan Professor and Director of Codes and Standards, Wood Materials and Engineering Laboratory, Washington Peter Dechent
More informationPERIODS OF REINFORCED CONCRETE FRAMES DURING NONLINEAR EARTHQUAKE RESPONSE
PERIODS OF REINFORCED CONCRETE FRAMES DURING NONLINEAR EARTHQUAKE RESPONSE Arthur C HEIDEBRECHT And Nove NAUMOSKI SUMMARY This paper presents the results of a detailed evaluation of the relationships between
More informationCASE STUDY OF A 40 STORY BRBF BUILDING LOCATED IN LOS ANEGELES
DESIGN INVESTIGATE REHABILITATE CASE STUDY OF A 40 STORY BRBF BUILDING LOCATED IN LOS ANEGELES Anindya Dutta, Ph.D., S.E. Ronald O. Hamburger, S.E., SECB www.sgh.com Background Study performed on behalf
More informationEVALUATION OF NONLINEAR STATIC PROCEDURES FOR SEISMIC DESIGN OF BUILDINGS
EVALUATION OF NONLINEAR STATIC PROCEDURES FOR SEISMIC DESIGN OF BUILDINGS By H.S. Lew 1 and Sashi K. Kunnath Presented at the rd Joint Meeting of the UJNR Panel on Wind and Seismic Effects ABSTRACT This
More informationApparel Gallery Ltd.
Apparel Gallery Ltd. 147-148, Norshinghpur, Asulia, Savar, Dhaka (23.929985N,90.304914E) 23 March 2014 1 2 Observations Building 1 Heavy loading due to raised floor area on Ground Floor 3 Building 1 Raised
More informationDistribution of Forces in Lateral Load Resisting Systems
Distribution of Forces in Lateral Load Resisting Systems Part 1. Vertical Distribution and Load Paths IITGN Short Course Gregory MacRae Many slides from 2009 Myanmar Slides of Profs Jain and Rai 1 Gravity
More informationSeismic Evaluation and Retrofit Manual MTPTC Training, April & May Build Change & Degenkolb Engineers
Seismic Evaluation and Retrofit Manual MTPTC Training, April & May 2011 Build Change & Degenkolb Engineers Section A: Introduction Page 2 Disclaimer These materials have been prepared for use by qualified
More informationHOTEL NORTHEAST U.S. JORDAN RUTHERFORD STRUCTURAL OPTION FACULTY ADVISOR DR. THOMAS BOOTHBY AE SENIOR THESIS APRIL 8, 2013
HOTEL NORTHEAST U.S. JORDAN RUTHERFORD STRUCTURAL OPTION FACULTY ADVISOR DR. THOMAS BOOTHBY AE SENIOR THESIS APRIL 8, 2013 HOTEL N.E.U.S. BUILDING INFORMATION SITE Located in the Northeast United States
More informationPerformance Based Seismic Design of Reinforced Concrete Building
Open Journal of Civil Engineering, 2016, 6, 188-194 Published Online March 2016 in SciRes. http://www.scirp.org/journal/ojce http://dx.doi.org/10.4236/ojce.2016.62017 Performance Based Seismic Design of
More informationA Proposal on the Simplified Structural Evaluation Method for Existing Reinforced Concrete Buildings with Infilled Brick Masonry Walls
A Proposal on the Simplified Structural Evaluation Method for Existing Reinforced Concrete Buildings with Infilled Brick Masonry Walls June 2017 Building Research Institute, Japan Matsutaro Seki Objective
More information2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)
2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES) (Reproduce the following data on the building plans sheet 1 or 2) Name of Project: Address:
More informationPERFORMANCE STUDY OF RETROFITTED GRAVITY LOAD DESIGNED WALL FRAME STRUCTURES (SC-140)
PERFORMANCE STUDY OF RETROFITTED GRAVITY LOAD DESIGNED WALL FRAME STRUCTURES (SC-140) *A. Ahmed 1, K. H. Tan 1 1 Department of Civil and Environmental Engineering National University of Singapore, Singapore,
More informationPERFORMANCE ASSESMENT OF RC BUILDING FRAMES BY NON LINEAR ANALYSIS
PERFORMANCE ASSESMENT OF RC BUILDING FRAMES BY NON LINEAR ANALYSIS Dain Thomas 1,Asst.Prof.Sruthi.K.Chandran 2 1 (Structural Engineering,Sreepathy Institute of Management and Technology, Vavanoor, India,
More informationCE 3150 Reinforced Concrete Design Design Project
Problem Description For this design project you will work in your project groups to complete a partial design of an office building. Specifically, you will design and fully detail three components: 1.
More informationIJSRD - International Journal for Scientific Research & Development Vol. 2, Issue 09, 2014 ISSN (online):
IJSRD - International Journal for Scientific Research & Development Vol. 2, Issue 09, 2014 ISSN (online): 2321-0613 Lateral Load Analysis of Shear Wall and Concrete Braced Multi- Storeyed R.C Frame with
More informationComparative Study on Concentric Steel Braced Frame Structure due to Effect of Aspect Ratio using Pushover Analysis
247 Comparative Study on Concentric Steel Structure due to Effect of using Pushover Analysis Kiran Kamath 1, Shruthi 2, Shashikumar Rao 2 1 Professor, Department of Civil Engineering, Manipal Institute
More informationANALYTICAL INVESTIGATION ON THE PERFORMANCE OF TUBE-IN-TUBE STRUCTURES SUBJECTED TO LATERAL LOADS
International Journal of Technical Research and Applications e-issn: 0-86, www.ijtra.com Volume, Issue4 (July-August 05), PP. 84-88 ANALYTICAL INVESTIGATION ON THE PERFORMANCE OF TUBE-IN-TUBE STRUCTURES
More informationCALIFORNIA BUILDING CODE
FINAL STATEMENT OF REASONS FOR PROPOSED BUILDING STANDARDS OF THE DIVISION OF THE SATATE ARCHTECT REGARDING THE CALIFORNIA BUILDING CODE CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 2 The Administrative
More informationDEVELOPMENT OF FLOOR DESIGN SPECTRA FOR OPERATIONAL AND FUNCTIONAL COMPONENTS OF CONCRETE BUILDINGS IN CANADA
The 4 th World Conference on Earthquake Engineering October 2-7, 28, Beijing, China DEVELOPMENT OF FLOOR DESIGN SPECTRA FOR OPERATIONAL AND FUNCTIONAL COMPONENTS OF CONCRETE BUILDINGS IN CANADA M. Saatcioglu,
More informationInternational Journal of Scientific & Engineering Research, Volume 7, Issue 10, October ISSN Pushover Analysis of RC Building
International Journal of Scientific & Engineering Research, Volume 7, Issue 10, October-2016 88 Pushover Analysis of RC Building Dona Mary Daniel, Shemin T. John Abstract In this study the seismic response
More informationAssessment of P-Delta Effect on High Rise Buildings
Assessment of P-Delta Effect on High Rise Buildings Prashant Dhadve 1, Alok Rao 2, Atul Rupanvar 3, Deokate K. 4, Admile P.R 5, Dr. Nemade. P. D. 6 1,2,3,4 under graduate student, Civil Engineering S.B.
More informationStructural Tests and Special Inspections Form. Inspection of Fabricators (1704.2)
Inspection of Fabricators (1704.2) Furnish inspection reports (1704.2.1) - Fabricators that have not been approved Provide a Certificate of Compliance (1704.2.2) - Approved Fabricators Steel Construction
More informationSEISMIC DESIGN REQUIREMENTS FOR REINFORCED CONCRETE BUILDINGS
SEISMIC DESIGN REQUIREMENTS FOR REINFORCED CONCRETE BUILDINGS MODEL BUILDING CODES A model building code is a document containing standardized building requirements applicable throughout the United States.
More informationFEMA-310. Handbook for the Seismic Evaluation of Buildings, 1998
FEMA-310 Handbook for the Seismic Evaluation of Buildings, 1998 Introduction The American Society of Civil Engineers (ASCE) contracted with the Federal Emergency Management Agency (FEMA) to convert FEMA
More informationShear Wall Analysis. Introduction. The Medical Office Building Malvern, PA 7
The Medical Office Building Malvern, PA 7 Shear Wall Analysis Introduction The current lateral system in the Medical Office Building consists of cast-in-place (CIP) concrete moment frames and torsion beams.
More informationPERFORMANCE BASED SEISMIC EVALUATION OF MULTI-STOREYED REINFORCED CONCRETE BUILDINGS USING PUSHOVER ANALYSIS
PERFORMANCE BASED SEISMIC EVALUATION OF MULTI-STOREYED REINFORCED CONCRETE BUILDINGS USING PUSHOVER ANALYSIS S.P. AKSHARA Assistant Professor, Department of Civil Engineering, Federal Institute of Science
More informationPushover analysis of RC frame structure using ETABS 9.7.1
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) e-issn: 2278-1684,p-ISSN: 2320-334X, Volume 11, Issue 1 Ver. V (Feb. 2014), PP 08-16 Pushover analysis of RC frame structure using ETABS 9.7.1
More informationSeismic Performance of Multistorey Building with Soft Storey at Different Level with RC Shear Wall
Research Article International Journal of Current Engineering and Technology E-ISSN 2277 4106, P-ISSN 2347-5161 2014 INPRESSCO, All Rights Reserved Available at http://inpressco.com/category/ijcet Seismic
More informationHOW CONFINED MASONRY BUILDINGS FAIL IN EARTHQUAKES
HOW CONFINED MASONRY BUILDINGS FAIL IN EARTHQUAKES DIGRESSION: How Confined Masonry Buildings Fail in Earthquakes Overturning (collapse) of masonry gable wall Out-of-plane failure of masonry wall In plane
More informationAC R1 # Triangle Parkway Suite 100 Norcross, Ga Phone: Fax: AC R1. September 11, 2012
AC70-1012-R1 #12 AC70-1012-R1 #12 AC70-1012-R1 September 11, 2012 Mr. Brian Gerber Ms. Elyse Levy International Code Council Evaluation Service (ICC ES) 5360 Workman Mill Road Whittier, CA 90601 2256 RE:
More informationFEMA 356 Life Safety Building Performance Evaluation & PML Analysis
FEMA 356 Life Safety Building Performance Evaluation & PML Analysis For 2 Dinkelspiel Station Ln. Atherton, California September 24, 2009 Prepared for: Prepared by: Town of Atherton Crosby Group Office
More informationSEISMIC PROVISIONS OF IBC 2006 AND ASCE 7-05
Introduction This paper is meant for people studying for the ARE. Engineers and professors may not like the way some of the ideas are presented. They are meant to help understand the concepts and impacts
More informationInnovative Moment Resisting Frame System for Earthquake
Website: www.ijetae.com (ISSN 225-2459, Volume 2, Issue 9, September 212) Innovative Moment Resisting Frame System for Earthquake S.M. Ashfaqul Hoq 1, Md. Ahsan Sabbir 2 1 Lecturer, Department of Civil
More informationBASE SHEAR CALCULATION OF RCC STRUCTURE
BASE SHEAR CALCULATION OF RCC STRUCTURE Hardik Desai 1,Taha bookseller 2, Prutha Vyas 3 1 Undergraduate student, 2 Undergraduate student, 3 Assistant professor Civil Engineering Department, Navrachna University,
More informationSeismic Retrofitting of Building with Soft Storey and Floating Column
Seismic Retrofitting of Building with Soft Storey and Floating Column Ganesh Kumbhar 1, Anirudhha Banhatti 2 1Department of Civil Engineering, G. H. Raisoni College of Engineering and Management, Wagholi,
More informationBest Buy Corporate Building D (4) Richfield, MN
Best Buy Corporate Building D (4) Thesis Proposal Professor Boothby December 12 th, 2008 Executive Summary: The Best Buy Corporate Building D is a 6 story building with a total area of 304,610 square feet.
More informationComparative Study on Dynamic Analysis of Irregular Building with Shear Walls
Comparative Study on Dynamic Analysis of Irregular Building with Shear Walls Le Yee Mon Civil Engineering Department, Mandalay Technological University, Mandalay, Myanmar Abstract: South East Asia including
More informationSEISMIC BEHAVIOUR OF RC BUILDING RESTING ON PLAIN AND SLOPING GROUND WITH BRACINGS AND SHEAR WALL
SEISMIC BEHAVIOUR OF RC BUILDING RESTING ON PLAIN AND SLOPING GROUND WITH BRACINGS AND SHEAR WALL Yashaswini R 1, Dr. Mahesh Kumar G 2 1M.Tech Student, CAD Structures, Shridevi Institute of Engineering
More informationPost-Disaster Safety Evaluations Using ATC-20/45
Post-Disaster Safety Evaluations Using ATC-20/45 Presented by: Drew Martin, P.E., S.E. September 2, 2015 2015 APWA International Public Works Congress and Exposition Funded and Updated By: Office of Emergency
More information3. CLASSIFICATION AND IMPLICATIONS OF DAMAGE
3. CLASSIFICATION AND IMPLICATIONS OF DAMAGE 3.1 Summary of Earthquake Damage There are no modifications to the Guidelines or Commentary of Section 3.1 at this time. 3.2 Damage Types There are no modifications
More informationSeismic Damage Prediction of Reinforced Concrete Buildings Using Pushover Analysis
Seismic Damage Prediction of Reinforced Concrete Buildings Using Pushover Analysis M.Mouzzoun 1, O.Moustachi 2, A.Taleb 3 1 PhD student, Mohammadia School of engineers, Rabat, Morocco, 2 Professor, Mohammadia
More informationSTANDARD PLAN BULLETIN SP-2 (Structural)
STANDARD PLAN BULLETIN SP-2 (Structural) Date: January 20, 2000 This Los Angeles Department of Building and Safety (LADBS) standard plan provides prescriptive details to facilitate the reconstruction of
More informationStructural Response Analysis of Reinforced Concrete Frame with Unreinforced Masonry Infill Walls
Paper ID: SE 028 564 International Conference on Recent Innovation in Civil Engineering for Sustainable Development () Department of Civil Engineering DUET - Gazipur, Bangladesh Structural Response Analysis
More informationSeismic performance assessment of reinforced concrete buildings using pushover analysis
IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE) ISSN: 2278-1684 Volume 5, Issue 1 (Jan. - Feb. 2013), PP 44-49 Seismic performance assessment of reinforced concrete buildings using pushover
More informationStructural Comparison between Pan Joist Concrete and Steel Frame Systems for UMCP Student Housing Building B
Structural Comparison between Pan Joist Concrete and Steel Frame Systems for UMCP Student Housing Executive Summary The proposed thesis will include an investigation of two different alternative structural
More informationSeismic Performance and Design of Linked Column Frame System (LCF)
Seismic Performance and Design of Linked Column Frame System (LCF) M. Malakoutian & J.W. Berman Department of Civil and Environmental Engineering, University of Washington, Seattle, WA, USA P. Dusicka
More informationINTERNATIONAL JOURNAL OF PURE AND APPLIED RESEARCH IN ENGINEERING AND TECHNOLOGY
INTERNATIONAL JOURNAL OF PURE AND APPLIED RESEARCH IN ENGINEERING AND TECHNOLOGY A PATH FOR HORIZING YOUR INNOVATIVE WORK SPECIAL ISSUE FOR NATIONAL LEVEL CONFERENCE "SUSTAINABLE TECHNOLOGIES IN CIVIL
More information