Structural Design Challenges of Merdeka PNB118, Kuala Lumpur, Malaysia
|
|
- Andrew Gregory
- 5 years ago
- Views:
Transcription
1 Structural Design Challenges of Merdeka PNB118, Kuala Lumpur, Malaysia SawTeen See, Managing Partner, Leslie E. Robertson Associates Simon Cloherty, Principal, Robert Bird Group
2 MERDEKA PNB118 STRUCTURAL SYSTEM SCHEMATIC DESIGN & DESIGN DEVELOPMENT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. and ROBERT BIRD GROUP Developer: PNB MERDEKA VENTURES SDN. BHD. Architect: FENDER KATSALIDIS ARCHITECTS Project Manager: TURNER INTERNATIONAL
3 STRUCTURAL SYSTEM TOTAL BUILDING HEIGHT: 630 M TOP OCCUPIED FLOOR AT 500 M CONCRETE CORE CONCRETE MEGA COLUMN STEEL OUTRIGGER TRUSSES STEEL BELT TRUSSES STEEL PERIMETER COLUMNS FLOOR FRAMING: OFFICE, APARTMENT, HOTEL: STEEL INSIDE CORE: CONCRETE Fcu = 70 to 85 MPa Fcu = 70 to 85 MPa Fy = 420 MPa Fy = 415 MPa or 445 MPa Fy = 445 MPa Fy = 345 MPa Fcu = 40 MPa
4 STRUCTURAL SYSTEM 3 LEVELS OF OUTRIGGERS 6 SETS OF BELT TRUSSES FIN WALLS AT THE BASEMENT LEVELS CONCRETE FIN WALLS IN THE BASEMENT STEEL BELT TRUSS STEEL PERIMETER COLUMNS STEEL BLADES PERIMETER BRACING CONCRETE MEGA COLUMNS
5 STRUCTURAL SYSTEM CORE WALLS EMBEDDED OUTRIGGER CHORD OUTRIGGER STEEL BELT TRUSS STEEL PERIMETER COLUMNS STEEL BLADES PERIMETER BRACING CONCRETE MEGA COLUMNS
6 STRUCTURAL SYSTEM CORE WALLS FIN WALLS RAFT CONCRETE MEGA COLUMNS COFFERDAM WALL NOT SHOWN
7 STRUCTURAL CONCEPT THIS IS THE PREFERRED PRIMARY STRUCTURAL SYSTEM. THE BLADES CREATE A SERIES OF TRUSSES THAT ARE VERTICALLY ALIGNED. THIS CONFIGURATION CARRIES THE GRAVITY LOADS DOWNWARD, WITHOUT CREATING A TENDENCY FOR THE BUILDING TO LEAN EITHER TO THE LEFT OR TO THE RIGHT. A B
8 STRUCTURAL CONCEPT TO SUPPORT THE REMAINDER OF THE FLOOR AREA, OUTLINED IN BLUE, SMALL, SLOPING, PERIMETER COLUMNS ARE ADDED. THE WEIGHT ASSOCIATED WITH THESE BLUE AREAS DOES NOT SIGNIFICANTLY CREATE A TENDENCY FOR THE BUILDING TO LEAN EITHER TO THE LEFT OR TO THE RIGHT. NOTE: IN THE CD PHASE, SOME PERIMETER COLUMNS WERE UPSIZED IN LIEU OF USING THE BLADES AS STRUCTURAL MEMBERS. THE BLADES REMAIN AS AN ARCHITECTURAL EXPRESSION A B
9 STRUCTURAL COMPONENTS BELT TRUSS BLADE COLUMNS PERIMETER COLUMNS MEGA COLUMNS COLUMN BELT TRUSS BLADE
10 LEVEL 40 MEGA COLUMN A STRUCTURAL PLAN C D SW1 NW1 SW2 NW2 MEGA COLUMN B SW4 SW3 NW3 CORE WALL NW4 NORTH SE4 NE4 OUTRIGGER SE3 SE2 NE2 NE3 BELT TRUSS SE1 B A NE1
11 LEVEL 40 OUTRIGGER / BELT TRUSS LEVELS BLADE CORE WALL BELT TRUSS OUTRIGGER OUTRIGGER CHORD MEGA COLUMN PERIMETER COLUMN
12 LEVEL 115 MEGA COLUMN A MEGA COLUMN B SW3 STRUCTURAL PLAN SW2 C SW1 D NW1 NW2 NW3 CORE WALL NW4 NORTH NE4 OUTRIGGER SE3 SE2 NE2 NE3 BELT TRUSS SE1 A NE1 B
13 LEVEL 115 OUTRIGGER / BELT TRUSS LEVELS BELT TRUSS MEGA COLUMN BLADE OUTRIGGER CORE WALL HAT TRUSS PERIMETER COLUMN
14 CREEP AND SHRINKAGE EFFECTS DEFORMED SHAPE OVER TIME FORCES ON PERIMETER COLUMN HIGH YIELD STEEL Fy = 445 MPA
15 BUILDING PERFORMANCE IN THE WIND
16 SERVICEABILITY WIND ACCELERATIONS 30 AS MEASURED AT THE SKYDECK PEAK ACCELERATION (MILLI-G) ISO OFFICE ISO RESIDENTIAL OFFICE CRITERIA RESIDENTIAL CRITERIA MERDEKA PNB RETURN PERIOD (YEAR)
17
18 MEGA COLUMN OUTRIGGER TRUSSES CORE WALL BELT TRUSS OUTRIGGER TRUSS TOP CHORD OUTRIGGER TRUSS DIAGONAL AXIALLY LOADED FLOOR BEAMS KEY PLAN
19 OUTRIGGER TRUSSES OUTRIGGER TRUSS AXIALLY LOADED FLOOR BEAMS STEEL CASTING CORE WALL STEEL EMBEDDED CHORD DETAIL AREA REBARS KEY PLAN
20 BELT TRUSS TO MEGA COLUMN CONNECTION BELT TRUSS OUTRIGGER VERTICAL MEGA COLUMN BELT TRUSS SHEAR TRANSFER BEARING ANGLES OUTRIGGER DIAGONAL DETAIL AREA BLADE AXIALLY LOADED FLOOR BEAMS (ALB) KEY PLAN
21 BELT TRUSS TO MEGA COLUMN CONNECTION BELT TRUSS OUTRIGGER DIAGONAL ALB OUTRIGGER CHORD DETAIL AREA MEGA COLUMN BELT TRUSS KEY PLAN
22 MEGA-COLUMN CONCEPT STUDIES OPTION A OPTION B OPTION C OPTION D SELECTED LATER DEVELOPED WITH D40 BARS & Fcu = 85MPa
23 MEGA COLUMN D40 BUNDLE WITH STAGGERED SPLICES LD MIN TIE EACH BUNDLE D35 BARS IN PRE-ASSEMBLED REBAR CAGES BOND LENGTH ALIGNMENT SLEEVE BAR BUNDLE D40 SAW-CUT BARS FOR FULL BEARING APPROX. 4.0% REINF RATIO SHOWN
24 SEISMICITY COMPARISON ASIA SEISMIC HAZARD MAP KUALA LUMPUR SEOUL SHANGHAI TAIPEI TOKYO PEAK GROUND ACCELERATION 475 YEAR RETURN PERIOD SOURCE: GLOBAL SEISMIC HAZARD ASSESSMENT PROGRAM
25 700 COMPARISON EARTHQUAKE / WIND ELEVATION (M) DESIGN EARTHQUAKE DESIGN (ULTIMATE) WIND 0-20,000 40,000 60,000 80, , , ,000 FACTORED SHEAR (KN)
26 COMPARISON EARTHQUAKE / WIND BASE SHEAR KL EARTHQUAKE DESIGN 475 YR KUALA LUMPUR EARTHQUAKE MAX CONSIDERED EQ 2475 YR KUALA LUMPUR ULTIMATE WIND
27 700 COMPARISON EARTHQUAKE / WIND ELEVATION (M) DESIGN EARTHQUAKE DESIGN (ULTIMATE) WIND 0-10,000,000 20,000,000 30,000,000 40,000,000 50,000,000 FACTORED OVERTURNING MOMENT (KN-M)
28 COMPARISON EARTHQUAKE / WIND BASE MOMENT KL EQK DESIGN 475 YR KL WIND KL EQK MCE 2475 YR SEOUL DESIGN WIND (RETURN PERIOD 8000 YEARS) KUALA LUMPUR ULTIMATE WIND
29 WIND ENGINEERING STUDIES OPTION 1 OPTION 2 OPTION 3 OPTION 4
30 WIND ENGINEERING STUDIES
31 SPIRE STRUCTURE ARCHITECTURAL CONCEPT STRUCTURAL CONCEPT STRUCTURAL OPTIMIZATION MORE EFFICIENT MEMBERS ALLOWS FOR TELESCOPING ERECTION BIRD S EYE VIEW
32 EL TOP SPIRE STRUCTURE TIER 6 TIER 5 TIER 4 TIER 3 TYPICAL SECTION TIER 2 EL TOP FLOOR TIER 1 BIRD S EYE VIEW
33 SPIRE STRUCTURE CORE WALLS AXIALLY LOADED BEAMS OUTRIGGER SPIRE SPIRE SUPPORT TRUSSES MEGA COLUMN BELT TRUSS HAT TRUSS DETAIL AREA BIRD S EYE VIEW
34 ATRIUM STRUCTURE BELT TRUSS BELT TRUSS ATRIUM STRUCTURE DETAIL AREA NORTH
35 ATRIUM STRUCTURE LEVEL 43 LEVEL 40 LEVEL 14 ATRIUM CORNER MEMBERS ROD BRACING LOCATION (TYP) BELT TRUSS OPEN ATRIUM SPACE FOR 30 + FLOORS LEVEL 08 FRONT ELEVATION SIDE
36 TOWER INCLINED COLUMNS APPROX. EXTENT OF TOWER CONSTRUCTION BELT TRUSS LOWER ATRIUM CORNER MEMBERS ATRIUM STRUCTURE CONSTRUCTION SEQUENCE BELT TRUSS ERECTION MAY BE SPED BY ERECTING DOWNWARDS ATRIUM HORIZONTAL MEMBERS AT EACH FLOOR APPROX. EXTENT OF TOWER CONSTRUCTION ERECTION MAY BE SPED BY ERECTING DOWNWARDS ATRIUM MEMBERS AND ROD BRACING STEP 1 STEP 2 STEP 3 STEP 4
37 APPROX. SIZE OF OCCUPANT ATRIUM STRUCTURE SOUTH CANOPY CANOPY STRUCTURES TOWER NORTH CANOPY NORTH
38 CANOPY STRUCTURES SOUTH CANOPY ATRIUM STRUCTURE TOWER NORTH CANOPY NORTH
39 CANOPY STRUCTURES CONNECTION TO TOWER (FOR INDEXING ONLY) TRUSS C ELEVATION TOWER ATRIUM EXTENT OUTLINE OF ARCHITECTURAL CLADDING SLOPING SUPPORT MEMBER BEYOND INTERSECTION WITH TRUSS B INTERSECTION WITH TRUSS A INTERSECTION WITH TRUSS D SLOPING SUPPORT MEMBER ARCHITECTURAL CONCEPT STRUCTURAL CONCEPT
40 CANOPY STRUCTURES SOUTH CANOPY KEY PLAN TRUSS MEMBERS, W360 TYPICAL SHEAR WALL OR OTHER BRACED FRAME SYSTEM INTERSECTION WITH TRUSS C SLOPING SUPPORT MEMBER TRUSS S-A TRUSS S-B BRIDGING TRUSS E INTERSECTION WITH TRUSS C OUTLINE OF ARCHITECTURAL CLADDING BRIDGING TRUSS F MOMENT FRAME OVER CORRIDOR TOWER EXTENT BRIDGING TRUSS E SLOPING SUPPORT MEMBER OUTLINE OF ARCHITECTURAL CLADDING INTERSECTION WITH TRUSS A & TRUSS D BRIDGING TRUSS F TRUSS S-A ELEVATION TRUSS S-B ELEVATION
41 CANOPY STRUCTURES TRUSS N-A TRUSS N-B TRUSS MEMBERS, W360 TYPICAL SHEAR WALL OR OTHER BRACED FRAME SYSTEM INTERSECTION OF TRUSS B NORTH CANOPY KEY PLAN OUTLINE OF ARCHITECTURAL CLADDING SLOPING SUPPORT MEMBER BRIDGING TRUSS E BRACED FRAME TOWER EXTENT BRIDGING TRUSS E INTERSECTION OF TRUSS D INTSERECTION OF TRUSS B (OPPOSITE SIDE) INTERSECTION OF TRUSS A SLOPING SUPPORT MEMBERS INTERSECTION OF TRUSS C TRUSS N-A ELEVATION TRUSS N-B ELEVATION
42 CANOPY STRUCTURES ELEVATION DETAIL AREA INTSERECTION OF TRUSS B (OPPOSITE SIDE) SLOPING SUPPORT MEMBERS PLAN 3D NODE VIEW TRUSS N-B ELEVATION
43 - PILING, COFFERDAM & RAFT COMPLETE - SUPERSTRUCTURE UNDER CONSTRUCTION CONSTRUCTION STATUS
44 - PILING, COFFERDAM & RAFT COMPLETE - SUPERSTRUCTURE UNDER CONSTRUCTION CONSTRUCTION STATUS
45 - PILING, COFFERDAM & RAFT COMPLETE - SUPERSTRUCTURE UNDER CONSTRUCTION CONSTRUCTION STATUS
46 - PILING, COFFERDAM & RAFT COMPLETE - SUPERSTRUCTURE UNDER CONSTRUCTION CONSTRUCTION STATUS
47 FINIS THANK YOU
CCTV Headquarters Case Study. ARCH 631 Haowei Cheng, Peixin Dong, Xiaoying He, Zepeng Jia, Dongqi Zhu
CCTV Headquarters Case Study ARCH 631 Haowei Cheng, Peixin Dong, Xiaoying He, Zepeng Jia, Dongqi Zhu Introduction CCTV Headquarters Location: Beijing, China Architect: Rem Koolhaas Engineer:Arup Completion
More informationCouncil on Tall Buildings
Structure Design of Sino Steel (Tianjin) International Plaza Xueyi Fu, Group Chief Engineer, China Construction Design International 1 1 Brief of Project 2 Location: Tianjin Xiangluowan Business District
More informationCouncil on Tall Buildings. and Urban Habitat
3D View- Courtesy of Gensler Tallest building when built West of Jinji Lake in Suzhou CBD 137- story, 729m tall Total site area : ~ 16,573 m 2 Total GA: 498,795 m 2 o Above Ground: 375,453 m 2 o Basement
More informationCCTV HEADQUARTERS. ARCH 631 Spring 2018 Daniel Edith Mckenzie Rafael
CCTV HEADQUARTERS ARCH 631 Spring 2018 Daniel Edith Mckenzie Rafael CCTV HEADQUARTERS Introduction Architect: OMA Rem Koolhaas Main Structural Engineer: Arup Structural Engineer: Architecture Design Institute
More informationSeismic Behaviour of RC Shear Walls
Ductile Detailing of RC Structures :: IS:13920-1993 1993 Short Course on Seismic Design of RC Structures Durgesh C. Rai Department of Civil Engineering, IIT Kanpur The material contained in this lecture
More informationBOAST. West Coast. Set to open this spring, the tallest building on the West Coast resists wind and seismic drifts with massive braces.
Set to open this spring, the tallest building on the West Coast resists wind and seismic drifts with massive braces. AC Martin West Coast BOAST BY GERARD M. NIEBLAS, SE AC Martin Wilshire Grand is expected
More informationChallenges and Opportunities for the Structural Design of the Jamsil Lotte World Tower
Challenges and Opportunities for the Structural Design of the Jamsil Lotte World Tower Jong-Ho Kim, P.E., CEO & Chairman, LOTTE WORLD TOWER Height 555 m (1,821 ft) Floor Count 123 above ground 6 below
More informationStructural Performance Assessment and Control of Super Tall Buildings During Construction
Available online at www.sciencedirect.com Procedia Engineering 14 (211) 253 251 The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction Structural Performance Assessment and
More informationCTBUH Technical Paper
CTBUH Technical Paper http://technicalpapers.ctbuh.org Subject: Paper Title: Author(s): Affiliation(s): Structural Engineering Structural Schematic Design of a Tall Building in Asan using the Diagrid System
More informationSteel This Book BY EDWARD J. ROBERTS, PE
Steel This Book BY EDWARD J. ROBERTS, PE COMPETING CONCEPTS can sometimes join forces to work together. When developing the architectural vision for the new Temple University Charles Library, designed
More informationCouncil on Tall Buildings. and Urban Habitat CAYAN TOWER CTBUH BEST TALL BUILDING MIDDLE EAST & AFRICA
CAYAN TOWER CTBUH BEST TALL BUILDING MIDDLE EAST & AFRICA CTBUH AWARDS 2014 13 TH ANNUAL AWARDS NOVEMBER 6, 2014 SKIDMORE, OWINGS & MERRILL LLP CAYAN GROUP REAL ESTATE & INVESTMENT GEORGE J. EFSTATHIOU
More informationTall Building Design Innovations in Australia
ctbuh.org/papers Title: Authors: Subjects: Keywords: Tall Building Design Innovations in Australia Brian Dean Owen Martin David Emery Peter Chancellor Architectural/Design Building Case Study Structural
More informationMarina Bay Sands Hotel Arch 631 Kayla Brittany Maria Michelle
Marina Bay Sands Hotel Arch 631 Kayla Brittany Maria Michelle Overall Information Location: Singapore Date of Completion: 2010 Cost: $5.7 billion Architect: Moshe Safdie Executive Architect: Aedas, Pte
More informationTechnical Specification for Concrete Structures of Tall Building
UDC PROFESSIONAL STANDARD OF THE PEOPLE'S REPUBLIC OF CHINA p JGJ 3-2010 Record Number: J 186-2010 Technical Specification for Concrete Structures of Tall Building JGJ 3-2010 -- How to BUY & immediately
More informationSeismic Performance of Residential Buildings with Staggered Walls
Seismic Performance of Residential Buildings with Staggered Walls Hyungoo Kang and Joonho Lee Graduate Student, Department of Architectural Engineering, Sungkyunkwan University, Suwon, Korea Jinkoo Kim
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 informationctbuh.org/papers The Bow: Unique Diagrid Structural System for a Sustainable Tall Building Title:
ctbuh.org/papers Title: Authors: Subjects: Keywords: The Bow: Unique Diagrid Structural System for a Sustainable Tall Building Barry Charnish, Principal Engineer, Halcrow Yolles Terry MCDonnell, Principal,
More informationJanuary 14, 2006 Structural Thesis Proposal: Structural and Breadth Redesign Options
River Tower at Christina Landing Wilmington, DE Joseph Bednarz Structural Option Faculty Advisor: Dr. Boothby Executive Summary January 14, 2006 Structural Thesis Proposal: Structural and Breadth Redesign
More informationCHAPTER 10: GENERAL STRUCTURAL DETAILS
CHAPTER 10: GENERAL STRUCTURAL DETAILS 10.1 GENERAL It shall be in accordance with JSCE Standard Specification (Design), 9.1, "steel" shall be taken to signify "steel or CFRM". 10.2 CONCRETE COVER (1)
More informationStructural Design of Super High Rise Buildings in High Seismic Intensity Area
Structural Design of Super High Rise Buildings in High Seismic Intensity Area Jianbo Zheng School of Architectural Engineering, Binzhou University, Binzhou, 256600, China zjb2006@163.com Abstract The structure
More informationMulti-storey buildings
Doc. Ing. Hana Gattermayerova,CSc gatter@fsv.cvut.cz Contents Multi strorey buildings Sources, literature Definition Features Statical systems Interior Extrior Materials Hájek P. a kol.: Konstrukce pozemních
More informationEngr. Thaung Htut Aung M. Eng. Asian Institute of Technology Deputy Project Director, AIT Consulting
Engr. Thaung Htut Aung M. Eng. Asian Institute of Technology Deputy Project Director, AIT Consulting Selection of Structural systems Load paths Materials Approximate sizing of members Primary mechanisms
More informationPAT Construction Technology of High rise Building. Lateral System: Steel Building
PAT 409 - Construction Technology of High rise Building Lateral System: Steel Building Topic Learning Outcome UNDERSTAND the lateral systems for steel buildings. IDENTIFY the structural form/system including
More informationone structural behavior and design ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS FALL 2016 lecture
ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS FALL 2016 lecture one structural behavior and design Introduction 1 www.greatbuildings.com Syllabus & Student Understandings Introduction
More informationDanielle Shetler - Structural option Courtyard by Marriott Lancaster, PA
Structural Analysis Overview: During the structural analysis of the in Lancaster, Pa, a redesign of the lateral and gravity system from masonry bearing and shear walls to a staggered truss system was performed.
More information5-story Residential Building
10/14/2015 First Project Experience Requirement Committee Interview 5-story Residential Building Vahid Babaei VAHID.BABAEI@YAHOO.COM Project title: 5-story residential building located in Rasht, Iran Consultant
More informationone structural behavior, systems, and design ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2015 lecture
ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2015 lecture one structural behavior, systems, and design Introduction 1 www.greatbuildings.com Syllabus & Student Understandings
More informationone structural behavior, systems and design Course Description Course Description Syllabus & Student Understandings statics mechanics of materials
ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2014 lecture one Syllabus & Student Understandings structural behavior, systems and design Introduction 1 Architectural Structures
More informationAnchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel ASTM A36, Fy = 36 ksi
STRUCTURAL NOTES MATERIAL STRENGTHS Structural Steel Reinforcing Steel Concrete Masonry Structural Lumber Anchor bolts ASTM F1554, Gr. 36 Wide flange beams ASTM A992, Fy = 50 ksi Misc. structural steel
More informationPioneering China s Tallest: Form and Structure of the Ping An Finance Ce nter
Pioneering China s Tallest: Form and Structure of the Ping An Finance Center David Malott, Director, KPF Dennis Poon, Vice Chairman, Thornton Tomasetti 领先中国之巅 : 平安金融中心的形式与结构 David Malott, Director, KPF
More informationStructural System of North-East Asia Trade Tower in Korea
ctbuh.org/papers Title: Authors: Subjects: Keywords: Structural System of North-East Asia Trade Tower in Korea Kwang Ryang Chung, President, Dong Yang Structural Engineers David Scott, Principal, Ove Arup
More informationSTUDY ON TALL BUILDING STRUCTURE ANALYSIS
STUDY ON TALL BUILDING STRUCTURE ANALYSIS Liu Huafeng 1, Zhao Ning 2 ABSTRACT TBSA (Tall Building Structure Analysis) is a three-dimension analysis program for tall buildings based on a member structure
More informationOutrigger Structural System A Review and Comparison of the Structural System
Outrigger Structural System A Review and Comparison of the Structural System Prof. N. G. Gore, Miss Purva Mhatre Assistant Professor, Post Graduate Student Mahatma Gandhi Mission s College of Engineering
More informationMahaNakhon Tower History of a Design & Build. Dr. Kanokpat Chanvaivit, Senior Design Manger, Bouygues-Thai Ltd.
MahaNakhon Tower History of a Design & Build Dr. Kanokpat Chanvaivit, Senior Design Manger, Bouygues-Thai Ltd. MahaNakhon Tower History of a Design & Build Ī Source image courtesy of Bouygues-Thai TOPICS
More informationLEGAL. Lessons BY JEFF THOMPSON, P.E., AND ERIKA YARONI
Arizona State s new law school in downtown Phoenix continues the legacy of the Supreme Court justice who cut her legal teeth there. LEGAL Lessons BY JEFF THOMPSON, P.E., AND ERIKA YARONI JULY 2016 Jeff
More informationNewfoundland at Canary Wharf
Figure 1. Newfoundland during construction. Source: A. Denia Berrocoso. Newfoundland at Canary Wharf Angel Denia Berrocoso BSc, MSc, DIC Assistant Engineer, WSP UK Keywords: Hybrid structure, Diagrid,
More informationStructural Engineering, Mechanics, and Materials. Preliminary Exam - Structural Design
Fall Semester 2018 Preliminary Exam - Structural Design A small building is located in downtown Berkeley. The structural system, either structural steel or reinforced concrete, comprises gravity framing
More informationSession 5: Precast Concrete Floors. Rick Henry Courtesy of University of Auckland, Faculty of Engineering
Session 5: Precast Concrete Floors Rick Henry Courtesy of University of Auckland, Faculty of Engineering Background Precast concrete floors widespread in NZ Many advantages with precast units Connections
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 informationTypes Of Roofs - Vault
1 Types Of Roofs - Vault Implementation Of the Concrete On Vault Implementation Of Vault Earthquake Damage 2 Types Of Roofs - Joist And Block 3 Types Of Coverage Roofs-Composite 4 5 Building Structure
More informationTECHNICAL REPORT 1. Structural Concepts / Structural Existing Conditions. Penn State Hershey Medical Center Children s Hospital. Hershey, Pennsylvania
TECHNICAL REPORT 1 Structural Concepts / Structural Existing Conditions Penn State Hershey Medical Center Children s Hospital Matthew V Vandersall The Pennsylvania State University Architectural Engineering
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 informationCouncil on Tall Buildings. and Urban Habitat BACKGROUND SECTION STEEL REINFORCED CONCRETE SHEAR WALL STEEL PLATE COMPOSITE SHEAR WALL
BACKGROUND CATALOG SECTION STEEL REINFORCED CONCRETE SHEAR WALL STEEL PLATE COMPOSITE SHEAR WALL STEEL PLATE SHEAR WALL CONCLUSION BACKGROUND With the rapid development of our economy and advancement of
More information181 Fremont San Francisco, California
Images courtesy of Heller Manus Caroline Klatman 181 Fremont San Francisco, California Advisor Dr. Aly Said Structural Option AE Senior Thesis April 13, 2015 INTRODUCTION Introduction OVERVIEW Existing
More information181 Fremont San Francisco, CA. Proposal 12/12/2014. Caroline Klatman Structural Option Advisor: Dr. Thomas Boothby
181 Fremont San Francisco, CA Proposal 12/12/2014 Caroline Klatman Structural Option Advisor: Dr. Thomas Boothby Table of Contents Executive Summary... 3 Introduction... 4 Purpose... 4 Building Summary...
More informationFrontiers in High-Rise Outrigger Design
ctbuh.org/papers Title: Authors: Subjects: Keywords: Frontiers in High-Rise Outrigger Design Hi Sun Choi, Senior Principal, Thornton Tomasetti Leonard Joseph, Principal, Thornton Tomasetti SawTeen See,
More informationComparison of shear lag in structural steel building with framed tube and braced tube
Structural Engineering and Mechanics, Vol. 49, No. 3 (2014) 297-309 DOI: http://dx.doi.org/10.12989/sem.2014.49.3.297 297 Comparison of shear lag in structural steel building with framed tube and braced
More informationOffice Building-G. Thesis Proposal. Carl Hubben. Structural Option. Advisor: Dr. Ali Memari
Office Building-G Thesis Proposal Structural Option December 10, 2010 Table of Contents Executive Summary... 3 Introduction... 4 Gravity System...4 Lateral System:...6 Foundation System:...6 Problem Statement...
More informationNational Truss for Historic Preservation
National Truss for Historic Preservation JANUARY 2019 A new truss brings structural modernization to a century-old Washington apartment building. BY JASON MYERS, SE, PE, SHANE MAXEMOW, SE, PE, AND TIMON
More informationJoint Design of Precast Concrete Moment Frame using Hollow Precast Concrete Column Soo-Yeon Seo, Tae-Wan Kim, Jong-Wook Lim, Jae-Yup Kim
Joint Design of Precast Concrete Moment Frame using Hollow Precast Concrete Column Soo-Yeon Seo, Tae-Wan Kim, Jong-Wook Lim, Jae-Yup Kim Abstract In order to develop a proper design procedure of the joints
More informationCentral Park Mixed-Use Building in Jakarta
Available online at www.sciencedirect.com Procedia Engineering 14 (2011) 1376 1383 The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction Central Park Mixed-Use Building in
More informationConstruction of the Manulife Tower Redevelopment of the previous Lee Gardens Hotel in Causeway Bay
Construction of the Manulife Tower Redevelopment of the previous Lee Gardens Hotel in Causeway Bay External view of Manulife Tower from various location Block plan showing the building layout of the new
More information181 Fremont San Francisco, CA. Tech Report 1 9/12/2014. Caroline Klatman Structural Option Advisor: Dr. Thomas Boothby
181 Fremont San Francisco, CA Tech Report 1 9/12/2014 Caroline Klatman Structural Option Advisor: Dr. Thomas Boothby Table of Contents Executive Summary... 2 Introduction... 3 Purpose... 3 Building Summary...
More informationCVEN 483. Structural System Overview
CVEN 483 Structural System Overview Dr. J. Bracci Fall 2001 Semester Presentation Overview 1. Building system primary function 2. Types of load 3. Building materials 4. Structural members 5. Structural
More informationctbuh.org/papers Application of Seismic Isolation Systems In Japanese High-Rise Buildings Title:
ctbuh.org/papers Title: Authors: Subject: Keywords: Application of Seismic Isolation Systems In Japanese High-Rise Buildings Kentaro Nakagawa, Deputy Director, Shimizu Corporation Dai Shimazaki, Manager,
More informationAddendum 1 Resort Lifestyle Communities- Office Addition
Addendum Resort Lifestyle Communities- Office Addition. See attached Reflected Ceiling Plan for framing and drywalling of interior bulkheads and ceilings. See attached Structural Sheets S. and S3.6 for
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 informationTaking It to the Limit BY JOHN ROACH, PE, AND JOHN BOEKELMAN, SE, PE, RA CannonDesign
A Pennsylvania healthcare facility needed additional clinical space in a tight urban center. So it expanded the only way it could: up. Taking It to the Limit BY JOHN ROACH, PE, AND JOHN BOEKELMAN, SE,
More informationDevelopments of Structural Systems Toward Mile-High Towers
International Journal of High-Rise Buildings September 2018, Vol 7, No 3, 197-214 https://doi.org/10.21022/ijhrb.2018.7.3.197 International Journal of High-Rise Buildings www.ctbuh-korea.org/ijhrb/index.php
More informationAsia & Australasia: A Selection of Written Works on the World's Tall Building Forefront
ctbuh.org/papers Title: Authors: Subjects: Keywords: Designing a Non-coplanar Exoskeleton Supertall Tower that Transforms the Skyline of Chengdu Dennis Poon, Vice Chairman, Thornton Tomasetti Yi Zhu, Managing
More informationH y a t t C e n t e r Chicago, Illinois (71 South Wacker Drive) Structural Redesign
Hat Truss + Outrigger Introduction The design of an all braced core structure resulted in excessive drifts in the N-S direction necessitating alternative schemes to be researched to bring the overall drift
More informationBrent Ellmann Structural Option 200 Minuteman Park, Andover, MA Structural Consultant: Dr. Hanagan
Structural Design: Goals: The original design of 200 Minuteman Drive was dictated largely by Brickstone Properties, the building s owner. The new design of 200 Minuteman Drive, with additional floors,
More informationSchöck Isokorb Type CV
Schöck Isokorb Type The Schöck Isokorb type is suitable for supported reinforced concrete slabs (C for concrete slab). It transmits positive and negative vertical shear force. 1 Assembly Section Details
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 informationCTBUH Technical Paper
CTBUH Technical Paper http://technicalpapers.ctbuh.org Subject: Paper Title: Structural Engineering Complete Retrofit of a 47-Story Steel Building for Wind Loads Author(s): Colaco, J.1 Ford, W.1 Robertson,
More informationThe Structural Redesign of Boyds Bear Country and its Related Systems. Boyds Bear Country, Pigeon Forge, Tennessee
The Structural Redesign of Boyds Bear Country and its Related Systems Included in this Presentation: Background and Existing System Proposal Problem / Solution Structural System Redesigns Pre-cast Concrete
More informationA Challenging Journey for the Third CTF Finance Centre. Derry Yu De Ming, Project Director, New World China Land
A Challenging Journey for the Third CTF Finance Centre Derry Yu De Ming, Project Director, New World China Land Derry YU De Ming Project Director PhD CEng IntPE New World China Land Co Ltd, Hong Kong,
More informationComparative Evaluation of Structural Systems for Tall Buildings: Diagrids vs. Outrigger Structures
Comparative Evaluation of Structural Systems for Tall Buildings: Diagrids vs. Outrigger Structures Kyoung Sun Moon Yale University School of Architecture ABSTRACT Structural systems for tall buildings
More informationPrepared by Elie F. Issa, Eng. D.E.C. August 2016
Prepared by Elie F. Issa, Eng. D.E.C. August 2016 SAMA BEIRUT Sama Beirut is the tallest reinforced concrete tower in Lebanon soaring at a height of 220m from ground level Project Entities Owner Antonios
More informationBuilding in Beijing. Steel provides the support for two new high-profile atriums in China s capital.
international projects Building in Beijing By Mark Sarkisian, P.E., S.E., Neville Mathias, P.E., S.E., and Aaron Mazeika, P.E. Steel provides the support for two new high-profile atriums in China s capital.
More informationS T R U C T U R. In the Eye of Ivan. The amount of confidence he has in what he has calculated, magazine
In the Eye of Ivan By Kurt Gustafson, S.E., P.E. As the Eye of the Hurricane approaches, the Structural Engineer starts to squirm at the thought of a Structure he has design being put to such a test...
More informationSTRENGTH AND DUCTILITY OF RETROFITTED R/C BUILDING BY MULTI-STORY STEEL-BRACED FRAME SUBJECTED TO TRI-LATERAL EARTHQUAKE LOADING
STRENGTH AND DUCTILITY OF RETROFITTED R/C BUILDING BY MULTI-STORY STEEL-BRACED FRAME SUBJECTED TO TRI-LATERAL EARTHQUAKE LOADING ABSTRACT : KITAYAMA Kazuhiro 1 and NAKANUMA Hiroki 2 1 Associate Professor,
More informationThe construction technology of Chongqing Chaotianmen Bridge
The construction technology of Chongqing Chaotianmen Bridge Zhongfu Xiang School of Civil Engineering & Architectures, Chongqing Jiaotong University, Chongqing, China Wei Xu China zhongtie major bridge
More information2. Outline of the bridge 3-span continuous deck extradosed bridge Bridge length
Construction of Extradosed Bridge in the Government Financed Section EUI-NAM PARK, PM, Incheon Bridge Section 5, Doosan Construction & Engineering corporation KYUNG-KUK JUNG, GM, Incheon Bridge Section
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 informationPARAMETRIC STUDY OF DIAGRID, PENTAGRID AND HEXAGRID STRUCTURAL SYSTEM
International Journal of Technical Innovation in Modern Engineering & Science (IJTIMES) Impact Factor:. (SJIF-), e-issn: - Volume, Issue, August- PARAMETRIC STUDY OF DIAGRID, PENTAGRID AND HEXAGRID STRUCTURAL
More informationAdichunchanagiri Institute of Technology, Chikkamagaluru, India
EFFECT OF BRACED CORE LOCATION ON THE BEHAVIOUR OF HIGH RISE STEEL STRUCTURE WITH OUTRIGGER SUBJECTED TO DYNAMIC LOADS BY TIME HISTORY ANALYSIS USING ETABS 1 Kirankumar, 2 Shailaja, 3 Chethan V R 1,2 B.E
More informationMOUNTAIN STATE BLUE CROSS BLUE SHIELD HEADQUARTERS
MOUNTAIN STATE BLUE CROSS BLUE SHIELD HEADQUARTERS PARKERSBURG, WEST VIRGINIA DOMINIC MANNO STRUCTURAL OPTION FACULTY CONSULTANT: DR. ANDRES LEPAGE Technical Report 3 11-21-08 TABLE OF CONTENTS TABLE OF
More informationDesign Requirements of Buildings and Good Construction Practices in Seismic Zone
Design Requirements of Buildings and Good Construction Practices in Seismic Zone CII Safety Symposium & Exposition 2015: 11th September 2015: Kolkata Stages of Structural Design Concept Finalisation of
More informationmidas Gen Advanced Webinar on Construction Stage Analysis with Special Emphasis on Column Shortening
midas Gen Advanced Webinar on Construction Stage Analysis with Special Emphasis on Column Shortening Webinar Objective Construction Stage Analysis Column Shortening Procedure for Construction Stage Analysis
More informationINSTRUCTOR: ANNE NICHOLS
INSTRUCTOR: ANNE NICHOLS General information Location: Hong Kong, China General information BANK OF CHINA Architect I. M. Pei Structural engineer Leslie Robertson Height from street to roof 1028ft (367.4
More informationInstitude of Ningbo Urban Construction Design and Research, Zhejiang, China,
Send Orders for Reprints to reprints@benthamscience.ae The Open Civil Engineering Journal, 2015, 9, 799-804 799 Open Access Complicated High-Rise Structure Design of NingBo-Liansheng Commercial Plaza Sufen
More informationOVERALL STRUCTURAL SYSTEM
EXECUTIVE SUMMARY The at the Pittsburgh International Airport, PA, is a 275,000 square foot multi-use building located directly adjacent to the airport s landside terminal. The building consists of an
More informationPrecision HSS Connection System For Modular Buildings. Entire contents protected by Copyright. US and International Patents Pending
Precision HSS Connection System For Modular Buildings by Entire contents protected by Copyright. US and International Patents Pending Stacked and Bundled Vectorbloc Systems Explained! Entire contents copyright
More informationOCTAGONAL SHAPE REDUCES AIRPLANE HANGAR COSTS
OCTAGONAL SHAPE REDUCES AIRPLANE HANGAR COSTS While a square hangar would have been simpler to design, an octagonal building substantially reduced life cycle costs By Charles Sacre, P.E. THE PROGRAM FOR
More informationIntegrated Optimal Life Cycle Design of Super Tall Buildings with Viscous Dampers
11 th World Congress on Structural and Multidisciplinary Optimisation 07 th -12 th, June 2015, Sydney Australia Integrated Optimal Life Cycle Design of Super Tall Buildings with Viscous Dampers Xin Zhao
More informationExperimental study on the seismic performance of RC moment resisting frames with precast-prestressed floor units.
Experimental study on the seismic performance of RC moment resisting frames with precast-prestressed floor units. B.H.H. Peng, R.C. Fenwick, R.P. Dhakal & D.K. Bull Department of Civil and Natural Resources
More informationSite Analysis. Site Conditions: Seismic Challenges Strong Winds Average Temperature 69. San Francisco
A Site Analysis Site Conditions: Seismic Challenges Strong Winds Average Temperature 69 San Francisco A Site Analysis A Engineering School of San Francisco Requirements 2015 Innovative Design Gold LEED
More informationDamage capacity of the ground motions of the Dec. 1, Alaska. Earthquake
Damage capacity of the ground motions of the Dec. 1, Alaska Earthquake Acknowledgments and Disclaimer Research group of Xinzheng Lu at Tsinghua University 11:55 am Beijing Time, Dec. 1 The authors are
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 informationTHE APPLICATION OF RESPONSE CONTROL DESIGN USING MIDDLE-STORY ISOLATION SYSTEM TO HIGH-RISE BUILDING
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 3457 THE APPLICATION OF RESPONSE CONTROL DESIGN USING MIDDLE-STORY ISOLATION SYSTEM TO HIGH-RISE BUILDING
More informationSeismic Design of Cast-in-Place Concrete Diaphragms, Chords and Collectors
DESIGN OF TALL BUILDINGS: TRENDS AND ADVANCEMENTS FOR STRUCTURAL PEFORMANCE November 10, 2016 Pathumthani, Thailand Seismic Design of Cast-in-Place Concrete Diaphragms, Chords and Collectors Pramin Norachan
More informationStructural Breadth. Landmark Façade
Jessica Lucas Hearst Tower Mechanical Option New York, NY Structural Breadth Landmark Façade As mentioned before, the building has two distinct pieces: the historic landmark façade and the new office tower.
More informationMID-STORY SEISMIC ISOLATION FOR STRENGTHENING OF A MULTI-STORY BUILDING
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 2004 Paper No. 1443 MID-STORY SEISMIC ISOLATION FOR STRENGTHENING OF A MULTI-STORY BUILDING Jiandong ZHOU 1, Ming HU
More informationSTRUCTURAL DESIGN OF COMPOSITE SUPER-COLUMNS FOR THE TAIPEI 101 TOWER
STRUCTURAL DESIGN OF COMPOSITE SUPER-COLUMNS FOR THE TAIPEI 101 TOWER Shaw-Song SHIEH 1, Ching-Chang CHANG 2, and Jiun-Hong JONG 3 SUMMARY A total of 8 composite super-columns with the size up to 8-0 X
More informationWhose responsibility is it? Design Responsibility. Steel Joist Institute. Standard Assumptions. Common Pitfalls in Steel Joist Specification
Common Pitfalls in Steel Joist Specification Whose responsibility is it? Joist supplier? Steel fabricator? Contractor? Other trades? Specifier? Design Responsibility Joist Supplier s responsibilities include
More informationAxial Load Behaviors of PSRC Composite Columns with Anchor-Type Transverse Reinforcements
Axial Load Behaviors of PSRC Composite Columns with Anchor-Type Transverse Reinforcements *Hyeon-Jin Kim 1) and Hong-Gun Park 2) 1),2) Department of Architectural Engineering, SNU, Seoul, 08826, Korea
More informationSteel Expansion. Located along the Grand River in
Steel Expansion by Michael Gustafson, P.E. The DeVos Place convention center in Grand Rapids, MI, is undergoing a multi-year expansion featuring steel-framed column-free exhibit space. Located along the
More informationSEISMIC ANALYSIS OF SIX STOREYED RC FRAMED BUILDING WITH BRACING SYSTEMS
SEISMIC ANALYSIS OF SIX STOREYED RC FRAMED BUILDING WITH BRACING SYSTEMS ABSTRACT Megha Kalra Assistant Professor, The North Cap University, Gurgaon(India) Multistoreyed buildings are most affected by
More informationSEISMIC ANALYSIS OF SIX STOREYED RC FRAMED BUILDING WITH BRACING SYSTEMS
SEISMIC ANALYSIS OF SIX STOREYED RC FRAMED BUILDING WITH BRACING SYSTEMS ABSTRACT Megha Kalra Assistant Professor, The North Cap University, Gurgaon(India) Multistoreyed buildings are most affected by
More information