Recent research on Timber Engineering at Tongji University. Minjuan HE Tongji University, Shanghai, China
|
|
- Ezra Sutton
- 5 years ago
- Views:
Transcription
1 Recent research on Timber Engineering at Tongji University Minjuan HE Tongji University, Shanghai, China Aug. 20,
2 Outline 1 History of timber structures in china 2 Important issues on the development of timber structures in China 3 Recent research on timber engineering at Tongji University 4 Prospect Aug. 20,
3 1 History of timber structures in china Timber sturctures has a very long history in China. About 3500 years ago, Chinese started to build post and beam timber constructions connected by mortise and tenon. Tenon Dougong Aug. 20,
4 1 History of timber structures in china Now a lot of timber palace, temples and pagodas are still in existence. Foguang Temple Built in 857 A.D. It is 34m in length and 17.77m in width. Aug. 20,
5 1 History of timber structures in china Yingxian Wooden Pagoda (built in 1056 A.D. ) It is 67 m in height. The pagoda is a 9-story octagonal building and was constructed without using any metal connectors. It is also one of the tallest ancient wooden buildings in the world. Aug. 20,
6 1 History of timber structures in china Hundreds of year ago, a lot of large scale timber constructions were built. Aug. 20,
7 1 History of timber structures in china From 50s to 70s last century, brick or concrete - timber hybrid structures were built in lot of areas. Aug. 20,
8 2 Issues on the development of timber structures in China In the 1980s, concerning the large population and shortage of wood resource, our government restricted people to use timber as construction material. Aug. 20,
9 2 Issues on the development of timber structures in China Recent ten years, with the increasing of imported wood resource and local fast planted forest, our government encourage to use timber as a kind of building material. Aug. 20,
10 2 Issues on the development of timber structures in China Wood frame constructions in resident houses Vancouver Garden in Beijing Villa in Shanghai Aug. 20,
11 2 Issues on the development of timber structures in China Wood frame constructions in public buildings Xiang'e school in Dujiangyan Tourism Buildings in Sichuan Aug. 20, Conference center in Caofeidian, Hebei Province
12 2 Issues on the development of timber structures in China Glulam Structures in public buildings A Toll gate in Yunnan province Aug. 20, 2013 Entrance of Chengdu Happy Valley 12 Shanghai Roller coaster
13 2 Issues on the development of timber structures in China Glulam Structures in public buildings Bridge in a golf club Shanghai A club in residential area Beijing Aug. 20,
14 2 Issues on the development of timber structures in China Glulam Structures in public buildings Building-selling center in Wanke Jilin 2610 m 2 Tourism center in Qindao 1800 m 2 Aug. 20,
15 2 Issues on the development of timber structures in China Glulam Structures in public buildings Norway Pavilion, consists of fifteen assembled trees. Each tree structure is constructed of laminated timber. After the Expo each tree can be easily moved and become part of a new landscape elsewhere Shanghai Expo Building- Norway Pavilion Aug. 20,
16 2 Issues on the development of timber structures in China Glulam Structures in public buildings 2010 Shanghai Expo Building- Swedish Pavilion The cube as the entrance is post and beam construction made of Glulam. Aug. 20,
17 2 Issues on the development of timber structures in China Glulam Structures in reconstruction of temples Xiangji Temple in Hangzhou Aug. 20,
18 2 Issues on the development of timber structures in China Glulam Structures in reconstruction of temples Laojunge in Sichuan Aug. 20,
19 2 Issues on the development of timber structures in China Hybrid Structures 2010 Shanghai Expo Building - Vancouver Pavilion It is a three-story wooden-concrete hybrid building. The first floor is reinforced concrete frame-shear wall structure and the second to third floor is timber structure. Aug. 20,
20 2 Issues on the development of timber structures in China Wood frame resident houses: (1) How to solve the problem of limited land resource? (2) Glulam structures are more favored. Wood frame works as wall panel. Glulam constructions: How to increase lateral resistant strength and rigidity for postbeam construction? Timber constructions: How to increase the ratio of land utilization? Aug. 20,
21 3 Research on Timber Engineering at Tongji University Wood frame constructions (1) Tests and analysis for wood trusses Load bearing capacity test 加载等级 Failure mode 加载等级 - 跨中挠度 WT1 WT2 WT3 WT 跨中挠度 (mm) Aug. 20, Load-displacement curve
22 3 Research on Timber Engineering at Tongji University Wood frame constructions (2) Connections Tooth plate connections Aug. 20, Joist hanger
23 3 Research on Timber Engineering at Tongji University Wood frame constructions (3) Shear walls Joint j Shear (U3) Shear wall tests Shear wall modeling Shear (U2) Joint i or the base Compare between different wood-based panels The lateral resistant ability of gypsum in share wall Aug. 20, Numerical modeling of shear wall
24 3 Research on Timber Engineering at Tongji University Wood frame constructions (4) Seismic performance - shaking table tests Light wood frame building Aug. 20,
25 3 Research on Timber Engineering at Tongji University Wood frame constructions (5) 3D Numerical modeling Simplified model Nonlinear FE model for time-history analysis Aug. 20,
26 3 Research on Timber Engineering at Tongji University Wood frame constructions (6) Numerical modeling based on field measurement Aug. 20,
27 3 Research on Timber Engineering at Tongji University Glulam constructions (1) Performance of post-beam joists 150x270 glued lumber 200x200 glued lumber Aug. 20,
28 3 Research on Timber Engineering at Tongji University Glulam constructions (2) Lateral performance combining of wood frame and post-beam The wood frame shear walls are used to increase the lateral resistance for this kind of composite structural system. Aug. 20,
29 3 Research on Timber Engineering at Tongji University Glulam constructions (3) Numerical Modeling based on test result Up-lift of stud Failure Mode Numerical Model Aug. 20,
30 3 Research on Timber Engineering at Tongji University Glulam constructions (4) Full size connection tests of real project Aug. 20,
31 3 Research on Timber Engineering at Tongji University Hybrid constructions (1) Comparison between timber floor and steel-concrete composite floor For timber floor: Decrease total structure weight: 23% Decrease seismic action: 32% Decrease vertical load on foundation: 48% Aug. 20,
32 3 Research on Timber Engineering at Tongji University Hybrid constructions (2) Timber and concrete structure test Aug. 20,
33 Load(kN) 3 Research on Timber Engineering at Tongji University Hybrid constructions (3) Timber and concrete structure modeling the hysteretic curve of point load(kn) displacement(mm) 荷载 (kn) #5 测点骨架曲线 The hysteretic curve of point Fu: 42.61, Fy: 24.6, , Fy: , Numerical Model Fu: , 位移 (mm) #5 测点实测骨架曲线 #5 测点拟合骨架曲线 Aug. 20, 2013 Test curve fitting curve 33
34 3 Research on Timber Engineering at Tongji University Hybrid constructions (4) Shaking table tests of timber concrete hybrid structure 3-storey hybrid building Aug. 20,
35 3 Research on Timber Engineering at Tongji University Hybrid constructions (5) Steel - timber hybrid structure -1 Timber-steel hybrid structure Timber diaphragm Steel moment resisting frame Light wood-framed shear wall Horizontal system Vertical system Aug. 20,
36 3 Research on Timber Engineering at Tongji University Hybrid constructions (5) Steel - timber hybrid structure -2 Aug. 20,
37 3 Research on Timber Engineering at Tongji University Hybrid constructions (5) Steel - timber hybrid structure -3 Aug. 20,
38 3 Research on Timber Engineering at Tongji University Hybrid constructions (5) Steel - timber hybrid structure -4 Reversed cyclic loading test Aug. 20, Failure modes
39 3 Research on Timber Engineering at Tongji University Hybrid constructions (5) Steel - timber hybrid structure -5 Timber-steel connection test Wood nail connection test Aug. 20,
40 3 Research on Timber Engineering at Tongji University Hybrid constructions (5) Steel - timber hybrid structure -6 In-plane test for timber-steel hybrid diaphragm Aug. 20,
41 3 Research on Timber Engineering at Tongji University Hybrid constructions (5) Steel - timber hybrid structure -7 Numerical modeling Aug. 20,
42 4 Prospect Issues on natural resource saving, energy-efficient technique and low carbon emissions etc. can not be ignored in the development of construction industry. There will be more opportunities for timber constructions in China. Because of large population and lack of land resource in China, multi-storey timber and timber hybrid buildings may be a reasonable alternative. Aug. 20,
43 Thanks for your attention! Aug. 20,
BEHAVIOR OF STEEL FRAMES WITH AND WITHOUT AAC INFILLED WALLS SUBJECTED TO STATIC AND CYCLIC HORIZONTAL LOADS
13 th World Conference on Earthquake Engineering Vancouver, B.C., Canada August 1-6, 24 Paper No. 1112 BEHAVIOR OF STEEL FRAMES WITH AND WITHOUT AAC INFILLED WALLS SUBJECTED TO STATIC AND CYCLIC HORIZONTAL
More informationLATERAL LOAD-BEARIING CAPACITY OF WOOD DIAPHRAGM IN HYBRID STRUCTURE WITH CONCRETE FRAME AND TIMBER FLOOR
LATERAL LOAD-BEARIING CAPACITY OF WOOD DIAPHRAGM IN HYBRID STRUCTURE WITH CONCRETE FRAME AND TIMBER FLOOR Shuo LI 1, Minjuan HE 2, Suyi GUO 3, Chun NI 4 ABSTRACT: In this paper, a type of hybrid structure
More informationRecent UBC research activities on CLT and Glulam
UBC Recent UBC research activities on CLT and Glulam Frank Lam Professor and Senior Chair of Wood Building Design and Construction University of British Columbia August 19, 2013 2013 UBC-Tongji-CSRN Symposium,
More informationResearch on seismic behavior of Wood-Concrete Hybrid Structure
Research on seismic behavior of Wood-Concrete Hybrid Structure ABSTRACT: Haibei Xiong 1 and Guocheng Jia 1 Associate Professor, College of Civil Engineering, Tongji University, Shanghai, China Master,
More informationChecker Building Structural Analysis and Design
Checker Building Structural Analysis and Design Zhiyong Chen 1, Minghao Li 2, Ying H. Chui 1, Marjan Popovski 3, Eric Karsh 4, and Mahmoud Rezai 4 1 Univ. of New Brunswick, 2 Univ. Canterbury, 3 FPInnovations,
More informationChecker Building Structural Analysis and Design
Checker Building Structural Analysis and Design Zhiyong Chen 1, Minghao Li 2, Ying H. Chui 1, Marjan Popovski 3, Eric Karsh 4, and Mahmoud Rezai 4 1 Univ. of New Brunswick, 2 Univ. Canterbury, 3 FPInnovations,
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 informationPlywood on Steroids: Exploring Potential Building Code Amendments to Enable 6 Storey Mid-rise Wood-Frame Buildings
Ministry of Municipal Affairs and Housing Ministère des Affaires municipales et du Logement Plywood on Steroids: Exploring Potential Building Code Amendments to Enable 6 Storey Mid-rise Wood-Frame Buildings
More informationSOFIE Project - Cyclic Tests on Cross-Laminated Wooden Panels
SOFIE Project - Cyclic Tests on Cross-Laminated Wooden Panels Ario Ceccotti Director Marco Pio Lauriola, Mario Pinna, Carmen Sandhaas Researchers CNR-IVALSA Italian National Research Council, Trees and
More informationNumerical Simulation on Dynamic Behavior of a Cold-Formed Steel Framing Building Test Model
Missouri University of Science and Technology Scholars' Mine International Specialty Conference on Cold- Formed Steel Structures (2014) - 22nd International Specialty Conference on Cold-Formed Steel Structures
More informationResearch on the Influence of Infill Walls on Seismic Performance of Masonry Buildings with Bottom Frame-Shear Walls
AMSE JOURNALS-AMSE IIETA publication-7-series: Modelling B; Vol. 8; N ; pp - Submitted Jan. 7; Revised March, 7, Accepted April, 7 Research on the Influence of Infill Walls on Seismic Performance of Masonry
More informationMAT109: Introduction to the Wood Frame Construction Manual
MAT109: Introduction to the Wood Frame Construction Manual One of the documents published by AF&PA is the Wood Frame Construction Manual for One- & Two-Family Dwellings. The WFCM is referenced in the IRC
More informationEarthquake risks? More safety with timber constructions!
Imprint Earthquake risks? More safety with timber constructions! Publisher: HOLZABSATZFONDS German Timber Promotion Fund Godesberger Allee 142-148 53175 Bonn, Germany Telephone: + 49-228 - 3 08 38-0 Fax:
More informationSeismic Assessment of Traditional Masonry-Wooden Building in Taiwan
Seismic Assessment of Traditional Masonry-Wooden Building in Taiwan Yu-Chun Lin, Ja-Shian Chang, To-Nan Chen & Chung-Hsien Shih Department of Architecture, National Cheng Kung University, Taiwan SUMMARY:
More informationNorth Shore at Canton Baltimore, MD Beau Menard Technical Report 1
North Shore at Canton Baltimore, MD Beau Menard Technical Report 1 Structural Schneider 10/05/05 Structural Concepts Executive Summary North Shore at Canton is a 4 story town home and parking garage structure
More informationINTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS UNIFORM EVALUATION SERVICES EVALUATION CRITERIA FOR
INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS UNIFORM EVALUATION SERVICES EVALUATION CRITERIA FOR THE TESTING AND ANALYSIS OF STEEL SHEET SHEATHING FOR WOOD AND COLD FORMED STEEL LIGHT
More informationParametric modeling and seismic analysis of RC structure based on secondary development in ABAQUS
Parametric modeling and seismic analysis of RC structure based on secondary development in ABAQUS Topic source: 1. National Natural Science Foundation (51178279) 2. Science and Technology Projects in Shenyang
More informationEXPRIMENTAL AND ANALYTICAL STUDY ON SEISMIC BEHAVIOR OF TRADITIONAL WOODEN FRAMES CONSIDERING HORIZONTAL DIAPHRAGM DEFORMATION AND COLUMN SLIPPAGE
October 12-17, 28, Beijing, China EXPRIMENTAL AND ANALYTICAL STUDY ON SEISMIC BEHAVIOR OF TRADITIONAL WOODEN FRAMES CONSIDERING HORIZONTAL DIAPHRAGM DEFORMATION AND COLUMN SLIPPAGE K. Mukaibo 1, T. Kawakami
More informationDevelopment of High Performance Structural Timver Systems for Non Residential Buildings in New Zealand and Australia
Available online at www.sciencedirect.com Procedia Engineering 14 (2011) 1582 1589 The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction Development of High Performance Structural
More informationcomposite elements, lateral loads, strain analysis, behavior Composite steel concrete elements made by steel and concrete are used in world wide almos
V. Stoian *1, D. Dan 1, A. Fabian 1 Rezumat 唗 ţ ᗷ唷 唗 z z ţ z 唗 z ţ z ţ ţ z ţ 唗 ţ ţ 唗 唗 ţ z ţ ţ I ţ z ţ â ᗷ唷 ţ 唗ţ ᗷ唷 ᗷ唷 唗 ţ z ţ ţ ᗷ唷 ţ Ş ţ ᗷ唷 z ᗷ唷 ţ 唗 z 唗 ţ 唗 唗 唗 ᗷ唷 z z ţ ţ ᗷ唷 唗 ᗷ唷 z ţ 唗 唗 ţ z ţ ţ 唗 *
More informationPractical applications of the constructional principles for ancient pagoda
Practical applications of the constructional principles for ancient pagoda H. xuanjiangl, Z. xiaohou2 & C. ~aosheng' 'Nanjing Arch. and civil Eng. Institute, China 'Jiangsu Foundation Engineering General
More informationThe Wood Products Council and AIA/CES. Concept, Performance and. Learning Objectives. FPInnovations - Background
The Wood Products Council and AIA/CES www.fpinnovations.ca Midply Shearwall System: Concept, Performance and Code Implementation C. Ni, M. Popovski FPInnovations, Building Systems The Wood Products Council
More informationfifteen design for lateral loads Lateral Load Resistance Load Direction Lateral Load Resistance
APPLIED ARCHITECTURAL STRUCTURES: STRUCTURAL ANALYSIS AND SYSTEMS DR. ANNE NICHOLS FALL 2013 lecture fifteen design for lateral loads Lateral Load Resistance stability important for any height basic mechanisms
More informationCYCLIC TESTING OF BOLTED CONTINUOUS I-BEAM-TO-HOLLOW SECTION COLUMN CONNECTIONS
10NCEE Tenth U.S. National Conference on Earthquake Engineering Frontiers of Earthquake Engineering July 21-25, 2014 Anchorage, Alaska CYCLIC TESTING OF BOLTED CONTINUOUS I-BEAM-TO-HOLLOW SECTION COLUMN
More informationSeismic Performance of Timber-Steel Hybrid Structures
The Fifth Tongji-UBC Symposium on Earthquake Engineering "Facing Earthquake Challenges Together Seismic Performance of Timber-Steel Hybrid Structures Zheng Li PhD, Assistant Professor Department of Structural
More informationLoad Transferring Mechanism and Design Method of Effective Detailings for Steel Tube-Core Concrete Interaction in CFT Columns with Large-Section
International Journal of High-Rise Buildings September 2018, Vol 7, No 3, 223-232 https://doi.org/10.21022/ijhrb.2018.7.3.223 International Journal of High-Rise Buildings www.ctbuh-korea.org/ijhrb/index.php
More informationtwo structural systems, planning and design Structural Organization Bearing Walls Structural Components
ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS FALL 2013 lecture two structural systems, planning and design AISC teaching aids: Courtesy of John Hooper, MKA Seattle Structural Organization
More informationtwo structural systems, planning and design Structural Organization Structural Components Bearing Walls
ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS FALL 2017 lecture two structural systems, planning and design AISC teaching aids: Courtesy of John Hooper, MKA Seattle Structural Organization
More informationfifteen design for lateral loads Lateral Load Resistance Load Direction Lateral Load Resistance
APPLIED ARCHITECTURAL STRUCTURES: STRUCTURAL ANALYSIS AND SYSTEMS DR. ANNE NICHOLS SPRING 2017 lecture fifteen design for lateral loads Lateral Load Resistance stability important for any height basic
More informationResearch on the Seismic Performance of an Externally Prestressed Rocking Reinforced Concrete Frame
6 th International Conference on Advances in Experimental Structural Engineering th International Workshop on Advanced Smart Materials and Smart Structures Technology August -, 5, University of Illinois,
More informationfifteen design for lateral loads Lateral Load Resistance Load Direction Lateral Load Resistance
APPLIED ARCHITECTURAL STRUCTURES: STRUCTURAL ANALYSIS AND SYSTEMS DR. ANNE NICHOLS FALL 2014 lecture fifteen design for lateral loads Lateral Load Resistance stability important for any height basic mechanisms
More informationEurocode 8 Timber and Masonry structures
Brussels, 18-20 February 2008 Dissemination of information workshop 1 Eurocode 8 Timber and Masonry structures E C Carvalho, Chairman TC250/SC8 Brussels, 18-20 February 2008 Dissemination of information
More informationDesign Opportunities Michigan Mass Timber
A presentation to: The Michigan Forest Bioeconomy Conference Design Opportunities Michigan Mass Timber Brian K. Craig, AIA, LEED AP Director Master of Architecture Kendall College of Art and Design Ferris
More informationassembly an open space between the roof and ceiling of a building attic balloon frame a joist constructed of steel with bars in the verticle web space
assembly two or more interconnected structural components combined to meet a specific function or design requirement attic an open space between the roof and ceiling of a building balloon frame a type
More informationSEISMIC REHABILITATION OF TRADITIONAL UN-REINFORCED MASONRY BUILDINGS IN IRAN
COMPDYN 2011 III ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering M. Papadrakakis, M. Fragiadakis, V. Plevris (eds.) Corfu, Greece, 26 28 May 2011
More informationDeveloping a Wood Culture for Non-Residential Construction
Developing a Wood Culture for Non-Residential Construction Alain Cloutier Wood Research Centre Université Laval Québec, QC, Canada Quebec Quebec City Background Very little use of wood as construction
More informationFraming Methods Structural Components
Framing Methods Structural Components Balloon Framing *Balloon framing or Eastern framing the exterior studs run from the top of the foundation to the top of the highest level. Benefits of this type of
More informationFAILURES OF TIMBER STRUCTURES IN SLOVENIA
Abstract FAILURES OF TIMBER STRUCTURES IN SLOVENIA Jelena Srpcic Slovenian National Building and Civil Engineering Institute In Slovenia in last thirty years only few failures of timber structures occurred.
More informationEffect of Diaphragm Openings in Multi-storeyed RC framed buildings using Pushover analysis
Effect of Diaphragm Openings in Multi-storeyed RC framed buildings using Pushover analysis P.P. Vinod Kumar 1, Dr. V.D. Gundakalle 2 1 M.Tech Student, Civil Engineering, KLEMSSCET - Belagavi, Karnataka,
More informationTruss Analysis for Evaluating the Behavior of Reinforced Concrete Moment-Resisting Frames with Poorly Reinforcing Details
October 12-17, 28, Beijing, China Truss Analysis for Evaluating the Behavior of Reinforced Concrete Moment-Resisting Frames with Poorly Reinforcing Details Yung-Chin Wang 1, Kai Hsu 2 1 Associate Professor,
More informationSEISMIC EXPERIMENTAL RESEARCH OF CONCRETE FILLED STEEL TUBE COLUMNS-CONCRETE COMPOSITE SHEAR WALL
SEISMIC EXPERIMENTAL RESEARCH OF CONCRETE FILLED STEEL TUBE COLUMNS-CONCRETE COMPOSITE SHEAR WALL CAO Wanlin, WANG Min, ZENG Bin, ZHANG Jianwei College of Architecture and Civil Engineering,Beijing University
More informationTHE DESIGN AND INSTALLATION OF A FIVE-STORY NEW TIMBER BUILDING IN JAPAN
THE DESIGN AND INSTALLATION OF A FIVE-STORY NEW TIMBER BUILDING IN JAPAN KOSHIHARA Mikio, Assoc. Prof., Dr.Eng. Institute of Industrial Science, University of Tokyo, Japan, kos@iis.u-tokyo.ac.jp ISODA
More informationAttachment A. USG Minimum Design and Construction Requirements for Wood Framed Structures
Attachment A USG Minimum Design and Construction Requirements for Wood Framed Structures 1. General Design Criteria 1.1. Per Adopted Georgia State Minimum Standard Building Code 1.2. Minimum Live Loads
More informationExperimental study on seismic behavior of composite concrete and
6 th International Conference on Advances in Experimental Structural Engineering 11 th International Workshop on Advanced Smart Materials and Smart Structures Technology August 1-2, 215, University of
More informationPERFORMANCE BASED EVALUATION OF FRAMED REINFORCED CONCRETE SHEAR WALLS BY PUSHOVER ANALYSIS
PERFORMANCE BASE EVALUATION OF FRAME REINFORCE CONCRETE SHEAR WALLS BY PUSHOVER ANALYSIS Jyoti Patil 1, r..k.kulkarni 2 1 M.tech student, civil engineering, SMCET harwad, Karnatak, India 2 Professor, civil
More informationEffect of lintel on horizontal load-carrying capacity in post-beam structure
J Wood Sci (2014) 60:30 38 DOI 10.1007/s10086-013-1371-1 ORIGINAL ARTICLE Effect of lintel on horizontal load-carrying capacity in post-beam structure Chun-Young Park HyungKun Kim Chang-Deuk Eom Gwang-Chul
More informationCopyright Materials. Learning Objectives. Design is in the Details: Solutions to Common to Mid Rise Design. Challenges
Design is in the Details: Solutions to Common to Mid Rise Design Challenges The Wood Products Council is a Registered Provider with The American Institute of Architects Continuing Education Systems (AIA/CES).
More informationSEISMIC DESIGN OF STRUCTURE
SEISMIC DESIGN OF STRUCTURE PART I TERMINOLOGY EXPLANATION Chapter 1 Earthquake Faults Epicenter Focal Depth Focus Focal Distance Epicenter Distance Tectonic Earthquake Volcanic Earthquake Collapse Earthquake
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 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 informationPrinciples of STRUCTURAL DESIGN. Wood, Steel, and Concrete SECOND EDITION RAM S. GUPTA. CRC Press. Taylor& Francis Group
SECOND EDITION Principles of STRUCTURAL DESIGN Wood, Steel, and Concrete RAM S. GUPTA CRC Press Taylor& Francis Group Boca Raton London New York CRC Press is an imprint of the Taylor & Francis Croup, an
More informationBuilding Division Informational Handout
CITY OF SAN JOSÉ, CALIFORNIA Building Division Informational Handout Conventional Light Frame Construction Design Provisions 2007 CBC Handout No. 2-21 Published: 1/1/08 Page 1 of 3 This document summarizes
More informationSHEAR STRENGTHENING OF REINFORCED CONCRETE FRAMED SHEAR WALLS USING CFRP STRIPS
SHEAR STRENGTHENING OF REINFORCED CONCRETE FRAMED SHEAR WALLS USING CFRP STRIPS Fu-Pei Hsiao 1, Jih-Ching Wang 2 and Yaw-Jeng Chiou 3 1 Associate research fellow, Center for Research on Earthquake Engineering
More informationHigh Performance and Efficiency of Joints in Precast Members
High Performance and Efficiency of Joints in Precast Members M.J.Gopinathan #1, K.Subramanian #2, #1 Research Scholar, Anna University, Chennai, India #2 Professor and Head, Dept of Civil Engineering Coimbatore
More informationDevelopment of a Frame for Wide Openings in Residential Construction
Development of a Frame for Wide Openings in Residential Construction Alan ROSS (formerly) CHH Futurebuild Private Bag 92-106 Auckland, New Zealand Co-authors: Ross Davison, Law Sue Davison Ltd Hank Bier,
More informationStandard test method for compressive strength of cylindrical concrete specimens. Standard test method for flexural strength of hydrauliccement
IAS Accreditation Number Company Name Address TL-228 Specialized Testing, Inc. 10600 Pioneer Boulevard, Suite G Santa Fe Springs, California 90670 Martin Mejia, Technical Manager Contact Name Telephone
More informationSEISMIC RESPONSE OF A MID RISE RCC BUILDING WITH SOFT STOREY AT GROUND FLOOR
SEISMIC RESPONSE OF A MID RISE RCC BUILDING WITH SOFT STOREY AT GROUND FLOOR 1 DHARMESH VIJAYWARGIYA, 2 Dr. ABHAY SHARMA, 3 Dr. VIVEK GARG 1 Post Graduate Student, Civil Engineering Department, MANIT,
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 informationVery Tall Wooden Buildings with Cross Laminated Timber
Available online at www.sciencedirect.com Procedia Engineering 14 (2011) 1621 1628 The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction Very Tall Wooden Buildings with Cross
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 Canadian research network to increase the use of wood in multi storey buildings (NEWBuildS)
A Canadian research network to increase the use of wood in multi storey buildings (NEWBuildS) Prof. Y. H. Chui Scientific Director University of New Brunswick Dec 9 th, 2010 www.newbuildscanada.ca Forest
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 informationStructural Design and Optimization of Long-Span Ultra-Slim Composite Floor for Super Tall Residence
Structural Design and Optimization of Long-Span Ultra-Slim Composite Floor for Super Tall Residence *Rong He 1), Guo Ding 2), Yue Yang 3) and Liwei Ye 4) 1), 2), 3) Tongji Architectural Design (Group)
More informationStructural Training - Part 1:
Structural Training - Part 1: Structural Training Residential Wood-Framed Construction Presented by: City of Santa Clarita Building & Safety Division February, 2014 The information provided in this presentation
More informationModelling the seismic response of light-timber-framed buildings
Modelling the seismic response of light-timber-framed buildings B.L. Deam & P.J. Moss Wood Technology Research Centre and Department of Civil Engineering, University of Canterbury, Christchurch NZSEE 2001
More informationCONSTRUCTION IMPORTANT TERMS AND FACTS CHAPTER 15
CONSTRUCTION IMPORTANT TERMS AND FACTS CHAPTER 15 Copyright 2004 CONSTRUCTION The following are twenty key construction components and basic facts that are to be considered high priority. Please refer
More informationMid-Rise Engineering Considerations for Engineered Wood Products
Mid-Rise Engineering Considerations for Engineered Wood Products Presented by Frank Powell, P.E. Presented by [ Presenter s Name ] Please add relevant logo here Disclaimer: This presentation was developed
More informationSEISMIC PERFORMANCE OF CONCRETE TILT-UP BUILDINGS: CURRENT WALL-TO-SLAB CONNECTIONS
SEISMIC PERFORMANCE OF CONCRETE TILT-UP BUILDINGS: CURRENT WALL-TO-SLAB CONNECTIONS Frank Devine, 1 Omri Olund, 2 Ken Elwood 3 and Perry Adebar 4 1 Graduate Student, Dept. of Civil Engineering, University
More informationDRY CONSTRUCTION SYSTEMS
DRY CONSTRUCTION SYSTEMS Adrienn LEPEL BUTE Dry construction systems Prefabricated elements assembly on site Minimal use of water dry construction systems Assembled partitions Suspended ceilings Raised
More informationDesign Method of Steel Plate Shear Wall with Slits Considering Energy Dissipation
Design Method of Steel Plate Shear Wall with Slits Considering Energy Dissipation K. Ke & Y.Y. Chen State Key Laboratory of Disaster Reduction for Civil Engineering Tongji University, Shanghai, China SUMMARY:
More informationRESEARCH AND DEVELOPMENT PROGRAMS ON TIMBER STRUCTURES IN JAPAN
RESEARCH AND DEVELOPMENT PROGRAMS ON TIMBER STRUCTURES IN JAPAN Hiroshi Isoda 1), Hisashi Okada 2), Naohito Kawai 3) and Nobuyoshi Yamaguchi 1) ABSTRACT Recently there have been many projects pertaining
More informationAnalysis of seismic performance and shaking table tests of the Shanghai Tower
Journal of Building Structures 1000-6869 2011 11-0055-09 32 11 2011 11 007 Vol. 32 No. 11 Nov. 2011 1 1 1 2 2 1. 200092 2. 200092 632 m - - - ABAQUS 7 1 /50 - - TU973. 2 TU317. 1 A Analysis of seismic
More informationApplication of Fiber Model for Progressive Collapse Analysis of Reinforced Concrete Frames *
Application of Fiber Model for Progressive Collapse Analysis of Reinforced Concrete Frames * Xinzheng Lu, Yi Li, Lieping Ye and Yi Liang Department of Civil Engineering, Tsinghua University, Beijing 100084,
More informationWOOD I-JOIST AWARENESS GUIDE
WOOD I-JOIST AWARENESS GUIDE American Wood Council Flange Web Flange American Forest & Paper Association WOOD I-JOIST AWARENESS GUIDE The American Wood Council is part of the wood products group of the
More informationTimber-based hybrid structures: why? Roberto Crocetti Novana AB
Timber-based hybrid structures: why? Roberto Crocetti Novana AB Outline Why combine timber with other materials? Examples of combinations of timber with other materials Outline Why combine timber with
More informationExperiment and Finite-element-method Analysis of Steel Frame Joints Transferring Forces Outside Box Columns
5:1 (2016) Journal of Civil Engineering and Construction Experiment and Finite-element-method Analysis of Steel Frame Joints Transferring Forces Outside Box Columns Zhong Gen Xu 1, Rui Yang 1, Zhen Bao
More informationSECTION PLATE CONNECTED WOOD TRUSSES
SECTION 06173 PLATE CONNECTED WOOD TRUSSES PART 1 GENERAL 1.01 SUMMARY A. Section Includes: 1. Shop fabricated wood trusses for roof and floor framing. 2. Bridging, bracing, and anchorage. B. Related Sections:
More informationDesign Methods of Elements from Cross-Laminated Timber Subjected to Flexure
RIGA TECHNICAL UNIVERSITY INSTITUTE OF STRUCTURAL ENGINEERING AND RECONSTRUCTION A.Vilguts, D.Serdjuks, L.Pakrastins Design Methods of Elements from Cross-Laminated Timber Subjected to Flexure RIGA 2015
More informationBROCK COMMONS PHASE 1
University of British Columbia Vancouver, B.C., Canada BROCK COMMONS PHASE 1 Brock Commons Phase 1 is an innovative tall wood student residence under construction at the University of British Columbia
More information2017 International Softwood Conference Hamburg, Germany. Don Kayne, President and CEO Canfor Corporation
2017 International Softwood Conference Hamburg, Germany Don Kayne, President and CEO Canfor Corporation 1 About Canfor 2 Solid Wood Residuals THREE KEY BUSINESS STREAMS SOLID WOOD PULP & PAPER ENERGY/RENEWABLE
More informationComparative Study of Multi-Storey RC Building Having Flat Slab with and without Shear Wall with Conventional Frame Structure Subjected To Earthquake.
International Journal of Advances in Scientific Research and Engineering (ijasre) ISSN: 2454-8006 [Vol. 03, Issue 3, April -2017] Comparative Study of Multi-Storey RC Building Having Flat Slab with and
More informationS. Gandhi *1, Syed Rizwan 2
2017 IJSRSET Volume 3 Issue 3 Print ISSN: 2395-1990 Online ISSN : 2394-4099 Themed Section: Engineering and Technology Analysis and Design of Tall Building (G+21) Using ETABS S. Gandhi *1, Syed Rizwan
More informationStructural Composite Lumber (SCL)
Prefabricated Wood I-Joists Structural Composite Lumber (SCL) Laminated Veneer Lumber (LVL) Parallel Strand Lumber (PSL) Laminated Strand Lumber (LSL) Oriented Strand Lumber (OSL) Other EWP Products Plywood
More informationEvaluation of Seismic Behavior for Multistoried RC Moment Resisting Frame with Open First Storey
Research Article International Journal of Current Engineering and Technology E-ISSN 2277 416, P-ISSN 2347-5161 214 INPRESSCO, All Rights Reserved Available at http://inpressco.com/category/ijcet Evaluation
More informationSignificant Changes to AWC s Special Design Provisions for Wind and Seismic
Significant Changes to AWC s Special Design Provisions for Wind and Seismic Michelle Kam-Biron, PE, SE, SECB Director of Education American Wood Council Copyright Materials This presentation is protected
More informationTYPICAL BEARING WALL FRAMING
BASIC WOOD FRAMING City of Grand Rapids Building Safety Division 218-326-7601 www.grandrapidsmn.org This handout is intended only as a guide and is based in part on the 2007 Minnesota State Building Code,
More informationFeasibility and Detailing of Post-tensioned Timber Buildings for Seismic Areas
Feasibility and Detailing of Post-tensioned Timber Buildings for Seismic Areas T. Smith, S. Pampanin, A. Buchanan, M. Fragiacomo, University of Canterbury, Christchurch, New Zealand. 2008 NZSEE Conference
More information6-Story Wood Frame Committee
6-Story Wood Frame Committee Fourth (A) Draft Report March 14 th 2009 1. INTRODUCTION 1.1 PURPOSE This technical bulletin provides basic guidance on structural, fire protection and building envelope engineering
More informationDevelopment of Cylindrical Passive Damper using High Damping Rubber
Development of Cylindrical Passive Damper using High Damping Rubber Nobuyoshi YAMAGUCHI Building Research Institute Japan Masato NAKAO Tomoki FURUTA National University of Yokohama, Daiichi Institute of
More informationApplying Ancient Structural Principles To a New Prefabricated Steel System
ctbuh.org/papers Title: Authors: Subject: Keywords: Applying Ancient Structural Principles To a New Prefabricated Steel System De Ming (Derry) Yu, Project Director, New World China Land Ivan Kong, Project
More informationPage 1 of 46 Exam 1. Exam 1 Past Exam Problems without Solutions NAME: Given Formulae: Law of Cosines: C. Law of Sines:
NAME: EXAM 1 PAST PROBLEMS WITHOUT SOLUTIONS 100 points Tuesday, September 26, 2017, 7pm to 9:30 You are allowed to use a calculator and drawing equipment, only. Formulae provided 2.5 hour time limit This
More informationTYPICAL BEARING WALL FRAMING Joints in plates must be offset by 24 min.
FRAMING TIPS City of Grand Rapids Building Safety Division 218-326-7601 www.grandrapidsmn.org This handout is intended only as a guide and is based in part on the 2007 Minnesota State Building Code, Grand
More informationSpecial Inspections for Wood Construction BCD710 Michelle Kam-Biron, PE, SE, SECB Senior Director, Education American Wood Council
Special Inspections for Wood Construction BCD710 Michelle Kam-Biron, PE, SE, SECB Senior Director, Education American Wood Council Copyright Materials This presentation is protected by US and International
More informationEffect of Building Height on Torsional Response of Lead Rubber Bearing Base Isolated Structures-A Study
Effect of Building Height on Torsional Response of Lead Rubber Bearing Base Isolated Structures-A Study Avinash A.R 1, Rahul N.K 2, Kiran Kamath 3 1 Assistant Professor,Department of Civil Engineering,
More informationR CODE CHANGE PROPOSAL FORM (See instructions on page 2)
CODE CHANGE PROPOSAL FORM (See instructions on page 2) Code: IRC 12/13 Sections 301.2.2.2.1 Proponent: Charles S. Bajnai, Chesterfield County, VA, ICC Building Code Action Committee 1. Delete as shown
More informationLVL Product Guide 2.0E LVL 1.5E LVL
LVL Product Guide 2.0E LVL 1.5E LVL Our Company Anthony Forest Products Company, a family-owned business founded in 1916, is headquartered in El Dorado, Arkansas. The company operates a southern pine lumber
More informationSeismic behavior of steel plate - concrete composite shear walls
Seismic behavior of steel plate - concrete composite shear walls Hongsong Hu, Jianguo Nie, Jiansheng Fan Department of Civil Engineering, Tsinghua University, Beijing, China, 184; Key Laboratory of Civil
More informationFinite Element Analysis of Concrete Filled Steel Tube Flexural Model
Finite Element Analysis of Concrete Filled Steel Tube Flexural Model Jiaoyang He School of Civil Engineering & Architecture Southwest Petroleum University, Chengdu Sichuan, 610500, China Abstract In this
More informationTypical Deck. CONSTRUCTION TIP SHEET 5 Basic Decks w/ 60 psf Live Loading
CONSTRUCTION TIP SHEET 5 Basic Decks w/ 60 psf Live Loading April 1, 2017 This Tip Sheet reflects code requirements of the 2015 International Residential Code (IRC) with Washington State Amendments which
More informationAssistant Professor, Applied Mechanics Department, Government College of Engineering, Amravati, India 2
[Akhare et al., 3(5): May, 1] ISSN: 77-955 Scientific Journal Impact Factor: 3.9 (ISRA), Impact Factor: 1.5 IJESRT INTERNATIONAL JOURNAL OF ENGINEERING SCIENCES & RESEARCH TECHNOLOGY Seismic Performance
More information