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  Seismic Retrofit of RC Frame Buildings with Masonry Infill Walls
Posted by: datagap - 12-19-2010, 12:49 AM - Forum: Scientific journals and Research papers - No Replies

Seismic Retrofit of RC Frame Buildings with Masonry Infill Walls: Literature Review and Preliminary Case Study

Author: Mike Griffith | Size: 0.87 MB | Format: PDF | Publisher: European Communities | Year: 2008 | pages: 83

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The purpose of the present study was to investigate possible seismic retrofit options for use in the seismic upgrade of a рeinforced concrete frame building with brick masonry infill walls. The building is typical of a Mediterranean European country (e.g., Greece, Italy, Portugal) and while designed according to the state-of-the-art over 40 years ago, it does not meet the present day seismic design requirements and contains a number of now “well-recognised” seismic design deficiencies and problems such as:
• inadequate beam-column joint details (discontinuous, inadequately anchored bottom beam steel and inadequate shear reinforcement);
• inadequate confinement of columns (stirrups with 90° bends and spacing of 10 bd to 12.5 bd);
• inadequate column splice joint details;
• weak-column strong-beam frame collapse mechanism; and
• brick masonry infill wall interaction with frame response.

The overall aim of this project was to identify the optimal combination of retrofit options that would enable the building to meet the present-day “life-safety” performance criteria for buildings subject to a design magnitude earthquake. As part of this study, a detailed review of the broader literature in the area of seismic rehabilitation was undertaken in conjunction with a preliminary assessment of the building’s seismic capacity. Based on these findings, a number of retrofit schemes will be investigated analytically in order to identify the most suitable course of action.

In the present paper, a summary of that literature review is given, followed by the results of the preliminary assessment of the seismic resistance of the building, and a description of several seismic retrofit scheme options for further detailed study. The effectiveness of the retrofit scheme eventually selected from among the options discussed here will be tested using full-scale pseudo-dynamic tests at the ELSA laboratory of the European Commission’s Joint Research Centre in Ispra, Italy. The results of these detailed analyses and tests will be reported in future publications.

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  Cold Formed Steel in Residential Construction.ppt
Posted by: Kurucz - 12-18-2010, 07:09 PM - Forum: Steel - No Replies

Cold Formed Steel in Residential Construction (ppt, read only)

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Cold Formed Steel in Residential Construction (ppt, read only)
Prof. R. Schuster
Director
Canadian Cold Formed Steel Research Group
University of Waterloo, Waterloo, Ontario, Canada

-Steel, the Material
-Making of Steel
-The Environment
-Manufacturing of Formed Products
-Shapes and Profiles
-Structural Design Standards and Specifications
-Codes Approving Specifications
-Trade and Other Associations

28,7 MB

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  Simpo PDF Converter Ultimate 1.1.2.0+patch
Posted by: mowafi3m - 12-18-2010, 06:14 PM - Forum: Non Engineering Software - Replies (4)

Simpo PDF Converter Ultimate 1.1.2.0| 4.37 MB

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Simpo PDF Converter Ultimate is a 6-in-1 PDF converter to convert PDF to Word, Excle, PowerPoint, HTML, Images and Text on 32bit/64bit Windows 7/Vista/XP system. It supports batch conversion and you can easily convert PDF to Office in the fastest speed to save your time. With this allsided PDF converter, your PDF files can be converted to other formats with high output quality, images, graphic and tables will be preserved precisely.

The best PDF converter to solve all problems to convert PDF to Office, HTML, Text and Images.
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The interface of Simpo PDF Converter Ultimate is simple and easy to use. You can just import a batch of PDF files with drag and drop function, then click "Convert" to get wanted output file format - Word, Excel, PowerPoint, HTML, Text and Images.
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Simpo PDF Converter Ultimate can convert PDF to Word accurately. It preserves all formats including origianl layouts and formatting of text, tables and hyperlinks, even graphic objects like Curve, Shape and Rectangle are also retained precisely from PDF to Word.
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PDF Converter Ultimate provides 2 methods to convert PDF to Excel - Reserve PDF tables and Reserve whole PDF. Reserve PDF tables means that you can extract origianl text and numbers in PDF tables from PDF to Excel spreadsheet. Reserve whole PDF allows you to preserve whole PDF to Excel, text, numbers, tables and formatting. In addition, PDF Converter Ultimate supports to save PDF to Excel as .xls, .xlsx and .csv format.
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Demonstrating a PDF file is not easy, but you can convert PDF to PowerPoint, which allows you to present slide show to your audience conveniently. PDF Converter Ultimate converts your PDF file to PowerPoint slide by page, every PDF page is converted to one PowerPoint slide.
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PDF Converter Ultimate can preserve hyperlinks and bookmarks from PDF to HTML. With the bookmarks in HTML, you can view the ebooks of your own will any time.
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With PDF Converter Ultimate, it is much easier to extract images from PDF. It also allows you to save extracted images from original PDF file with 5 types - PDF to JPEG, PDF to TIFF, PDF to BMP, PDF to PNG and PDF to GIF. These are the top 5 used images types which can fulfill your need.
• Convert PDF to Text
PDF Converter Ultimate can also works as a PDF to Text converter, you can convert PDF to plain text as well. Just choose Text as output file format, all text will be extracted in seconds wit text origianl formating saved precisely.
• Best and Time-saving PDF Converter
Simpo PDF Converter Ultimate is the best of many PDF converters. 1) Its output quality is top-grade and conversion speed is the fastest; 2) Convert PDF in two ways - Partial and Batch. Partial means that you can select any specific pages from a multi-page PDF file to convert; Batch is a time-saving way, as you can convert batch of PDF files at a time; 3) Support encrypted PDF files. Directly convert PDF files with printing and copying restrictions and convert open password protected PDF files with entering password first; 4) Support multiple output file formats - Microsoft Office Word 2003/2007/2010(.doc, .docx), Excel 2003/2007/2010(.xls, .xlsx, .csv), PowerPoint 2003/2007/2010(.ppt, .pptx), HTML format(.html), Text format(.txt) and Images format(.jpg, .tiff, .bmp, .png, .giff)

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  House Rating Schemes: From Energy to Comfort Base
Posted by: ir_71 - 12-18-2010, 04:25 PM - Forum: General Books - No Replies

House Rating Schemes: From Energy to Comfort Base

Author: Maria Kordjamshidi | Size: 2.7 MB | Format: PDF | Publisher: Springer | Year: 2010 | pages: 300 | ISBN: 3642157890

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"House Rating Schemes" provides information to students, architects and researchers in the field of the built environment. It reviews current House Rating Schemes (HRS) used in different countries and investigates how these schemes assess the thermal performance of a house. It challenges the way that these schemes assess building energy efficiency and their inability to evaluate free running buildings which do not need an energy load for heating and cooling indoor environments. Finally, the book proposes a new index and method for HRS in which the efficiency of a house design can be evaluated with reference to its thermal performance in both free running and conditioned operation modes. The book deals with various approaches and methods for rating buildings on the basis of different indexes, with implications for both energy efficiency and thermal comfort. It also guides readers through a computer simulation program for developing a rating system that evaluates and ranks building energy efficiency.

Content Level » Research

Keywords » Buildings - Energy efficiency - Rating - Thermal comfort - Thermal performance

Related subjects » Architecture - Energy Technology - Engineering - Sustainable Development

1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
1.1 Why House Energy Ratings Accomplished . . . . . . . . . . . . . 1
1.2 The Position of Passive Architecture in Current HERS . . . . . . . 3
1.3 A Conflict in HERS . . . . . . . . . . . . . . . . . . . . . . . . . 3
1.4 Book Outline – How to Read the Book . . . . . . . . . . . . . . . 4
References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
2 House Rating Schemes . . . . . . . . . . . . . . . . . . . . . . . . . . 7
2.1 House Energy Rating Schemes (HERS) . . . . . . . . . . . . . . 7
2.1.1 TheUnitedStates ofAmerica . . . . . . . . . . . . . . . . 8
2.1.2 Canada . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
2.1.3 Europe . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
2.1.4 Australia . . . . . . . . . . . . . . . . . . . . . . . . . . . 13
2.2 Rating Methodologies for Buildings . . . . . . . . . . . . . . . . 14
2.2.1 Building Rating Features . . . . . . . . . . . . . . . . . . 17
2.3 Energy as theMainParameter forRatingBuildings . . . . . . . . 18
2.4 Issues Related to Building Energy Rating Schemes . . . . . . . . 19
2.4.1 Rating and Achievement of Sustainability . . . . . . . . . 19
2.4.2 Rating Free Running Buildings . . . . . . . . . . . . . . . 19
2.4.3 Rating Index . . . . . . . . . . . . . . . . . . . . . . . . . 20
2.4.4 Occupancy Scenarios . . . . . . . . . . . . . . . . . . . . 21
2.4.5 Accuracy of HERS . . . . . . . . . . . . . . . . . . . . . 23
2.5 Need for a New Index for Assessing Building
EnergyEfficiency . . . . . . . . . . . . . . . . . . . . . . . . . . 24
2.6 Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
3 Thermal Comfort . . . . . . . . . . . . . . . . . . . . . . . . . . . . 31
3.1 ThermalComfort . . . . . . . . . . . . . . . . . . . . . . . . . . 31
3.1.1 Definition of Thermal Comfort . . . . . . . . . . . . . . . 32
3.1.2 Human Comfort and Variables Affecting
ThermalComfort . . . . . . . . . . . . . . . . . . . . . . 32
3.1.3 Thermal Comfort Models and Standards . . . . . . . . . . 34
v
vi Contents
3.1.4 Applicability of the Thermal Comfort Index
for Naturally Ventilated Buildings . . . . . . . . . . . . . 36
3.1.5 Adaptive Thermal Comfort Models for Naturally
Ventilated/Free Running Buildings . . . . . . . . . . . . . 39
3.1.6 Acceptable Thermal Conditions in Free Running
Buildings Based on the ASHRAE Standard . . . . . . . . 41
3.1.7 Applicability of the Adaptive Comfort Model
for Free Running Residential Buildings . . . . . . . . . . 41
3.2 Evaluation of a Residential Building’s Thermal
Performance on the Basis of Thermal Comfort . . . . . . . . . . . 43
3.2.1 Computing Degree Hours for Free Running
Houses . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44
3.3 Indicators to Measure the Thermal Performance of Houses
forRatingPurposes . . . . . . . . . . . . . . . . . . . . . . . . . 45
3.3.1 Conditioned Mode . . . . . . . . . . . . . . . . . . . . . 45
3.3.2 Free Running Mode . . . . . . . . . . . . . . . . . . . . . 45
3.3.3 Howan IndicatorPoints toBuildingEfficiency . . . . . . 46
3.4 Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47
References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47
4 Modelling Efficient Building Design: Efficiency for Low
Energy or No Energy? . . . . . . . . . . . . . . . . . . . . . . . . . . 53
4.1 Building Performance Evaluation . . . . . . . . . . . . . . . . . . 53
4.1.1 BuildingSimulationPrograms . . . . . . . . . . . . . . . 55
4.1.2 Criteria for Modeling the Thermal Performance
of Buildings in Two Different Operation Modes . . . . . . 56
4.1.3 Effective Parameters for Improving Buildings
Thermal Performance . . . . . . . . . . . . . . . . . . . . 74
4.2 Parametric Sensitivity Analysis of Thermal Performances
ofBuildings:AComparativeAnalysis . . . . . . . . . . . . . . . 77
4.2.1 What Is Sensitivity Analysis? . . . . . . . . . . . . . . . . 77
4.2.2 Thermal Performances of Dwellings
in the Sydney Climate . . . . . . . . . . . . . . . . . . . . 77
4.2.3 Summary of Thermal Performance Analysis . . . . . . . . 100
4.3 Relationship Between Thermal Performance of Buildings
ontheBasisofEnergy andThermalComfort . . . . . . . . . . . 102
4.3.1 CorrelationCoefficient . . . . . . . . . . . . . . . . . . . 103
4.3.2 MultivariateRegressionAnalysis . . . . . . . . . . . . . . 108
4.4 Conclusion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111
References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 113
5 Assembling a House Energy Ratings (HER) and House Free
Running Ratings (HFR) Scheme . . . . . . . . . . . . . . . . . . . . 117
5.1 Rating Building Thermal Performance . . . . . . . . . . . . . . . 117
5.1.1 How Should Building Thermal Performance Bands
Be Defined for Rating? . . . . . . . . . . . . . . . . . . . 118
Contents vii
5.2 TheCombination ofTwoRatingSystems . . . . . . . . . . . . . 122
5.3 HowtheNewCombinedSystemEvaluatesEfficiency . . . . . . . 125
5.4 Reliability of the New Rating System . . . . . . . . . . . . . . . 126
5.5 Conclusion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 128
References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 129
6 Appendix . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 131
6.1 The Effect of House Envelope Parameters on the Seasonal
Performance of Houses in Different Operation Modes . . . . . . . 131
Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 141

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  Sketch Plan Build: World Class Architects Show How It's Done
Posted by: brass - 12-18-2010, 04:02 PM - Forum: General Books - Replies (1)

Sketch Plan Build: World Class Architects Show How It's Done

Author: Bahamon, Alejandro | Size: 76,7 MB | Format: PDF | Publisher: Harper Design International Publishing |
Year: 2005 | pages: 306 | ISBN: 0060749717

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Focusing on the design process of today's most noteworthy architects, Sketch Plan Build explores the reasoning, resources, and influences behind the projects of today's most recognized architects. This book is a primary tool for understanding the different traits and nuances each architect uses to express their own ideas. With international projects from world renowned architects such as Tadao Ando, Coop Himmellau, and Renzo Piano, and with detailed sketches, drawings, and photographs for each project, Sketch Plan Build is sure to provide a comprehensive compendium for all those interested in how an inspired idea makes the journey from projection to construction.

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  Indian Standard codes (SP sodes)
Posted by: shelare - 12-18-2010, 03:31 PM - Forum: Codes, Manual & Handbook - Replies (2)

Dear all,
Find all the Indian standard SP codes (Standard publication codes)

Download Link

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  Handrail and Post Design
Posted by: haze - 12-18-2010, 02:37 PM - Forum: Engineering Spreadsheet - Replies (1)

Size: 15 KB

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Spreadsheet for Handrail and Post Design

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  EN 15129:2009 Anti-seismic devices
Posted by: ir_71 - 12-18-2010, 12:25 PM - Forum: EN - Replies (4)

EN 15129:2009 Anti-seismic devices

Author: CEN/TC 340 “Anti-seismic devices” | Size: 1 MB | Format: PDF | Publisher: CEN | Year: 2009 | pages: 159

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This European Standard covers the design of devices that are provided in structures, with the aim of
modifying their response to the seismic action. It specifies functional requirements and general design rules
for the seismic situation, material characteristics, manufacturing and testing requirements, as well as
evaluation of conformity, installation and maintenance requirements. This European Standard covers the
types of devices and combinations thereof as defined in 3.4.
NOTE Additional information concerning the scope of this European Standard is given in Annex A.

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  EN 2243 parts 1-4 Non-metallic materials - Structural adhesives - Test method
Posted by: ir_71 - 12-18-2010, 11:56 AM - Forum: EN - No Replies

EN 2243 Non-metallic materials - Structural adhesives - Test method

Author: Subcommittee ACE/65/-/63 | Size: 1.5 MB | Format: PDF | Publisher: CEN


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EN 2243-1:2005
Aerospace series - Non-metallic materials - Structural adhesives - Test method - Part 1: Single lap shear
The objective of this standard is to establish the test methods for defining the strength of suitable structural adhesives in metal to metal single lap shear, at ambient and other temperatures.

EN 2243-2:2005
Aerospace series - Non-metallic materials - Structural adhesives - Test method - Part 2: Peel metal-metal
This standard defines the general requirements for the determination of strength of structural adhesives by testing in peel metal to metal joints, at ambient or other temperatures.
This method is not suitable for adhesives having an average peeling strength of less than 30 N per 25 mm.

EN 2243-3:2005
Aerospace series - Non-metallic materials - Structural adhesives - Test method - Part 3: Peeling test metal-honeycomb core
This standard defines the general requirements for the determination of strength of structural adhesives by testing in peel metal to honeycomb core joints, at ambient or other temperatures.

EN 2243-4:2005
Aerospace series - Non-metallic materials - Structural adhesives - Test method - Part 4: Metal-honeycomb core flatwise tensile test
This standard defines the general requirements for the determination of strength of structural adhesives by testing in tension metal to honeycomb core joints, at ambient or other temperatures.
Two types of test pieces are defined:
Type A: direct bonding of honeycomb to facing blocks;
Type B: bonding of honeycomb between the two facing sheets, then bonding of the whole to the facing blocks.

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  BS EN 1859:2009 Chimneys - Metal chimneys - Test methods
Posted by: ir_71 - 12-18-2010, 11:30 AM - Forum: British Standards (BS) - Replies (1)

BS EN 1859:2009 Chimneys - Metal chimneys - Test methods

Author: CEN/TC 166 “Chimneys” | Size: 1.6 MB | Format: PDF | Publisher: CEN | Year: 2009 | pages: 50 | ISBN: 978 0 580 60026 5

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This European Standard describes test methods for metal chimney products.

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