مقالات و نکاتی در ارتباط با سازه های بلند

منبع : ایران سازه

مقالات و نکاتی در ارتباط با سازه های بلند

Design Guide for Low- and Medium-Rise Steel Buildings
Horatio Allison, PE
Consulting Engineer
Dagsboro, Delaware
موضوعات مربوطه عبارتند از:
- سیستم های مرکب از قاب و دیوار برشی-هسته برشی
- سیستم های لوله ای در سازه برج
-فناوری سوپر فریم R.C در ساختمانهای بلند مسكونی
دكتر علی كمك پناه - عضو هيأت علمي دانشگاه تربيت مدرس

به حجم 652 کیلوبایت

در فرمت فشرده (rar)

در فرمت نهایی پی دی اف (PDF)

لینک دانلود :

http://s2.picofile.com/file/7114738274/Design_Guide_5_low_mid_rise_bldg_hfarahani48_.rar.html



منبع : ایران سازه

سه نمونه مثال حل شده فولادی بر اساس آیین نامه (AISC-ASD89)

Design of Compression Member

AISC-ASD89

Reference

CHARLES G. SALMON, JOHN E. JOHNSON, Steel Structure, Example 12.14.1

به حجم 333 کیلوبایت

در فرمت پی دی اف (pdf)

لینک دانلو.د :

http://www.ziddu.com/download/7016845/AISC-ASD89.pdf.html

DESIGN GUIDE FOR CIRCULAR AND RECTANGULAR HOLLOW SECTION WELDED JOINTS UNDER FATIGUE LOADING

منبع : ايران سازه

DESIGN GUIDE FOR CIRCULAR AND RECTANGULAR HOLLOW SECTION WELDED JOINTS UNDER FATIGUE LOADING

Author: X.-L. Zhao, S. Herion, J. A. Packer, R. S. Puhtli, G. Sedlacek, J. Wardenier, K. Weynand, A. M. van Wingerde, N. F. Yeomans | Size: 5.8 MB | Format: PDF | Publisher: TÜV-Verlag | Year: 2001 | pages: 122 | ISBN: 3824905655

DESIGN GUIDE FOR CIRCULAR AND RECTANGULAR HOLLOW SECTION WELDED JOINTS UNDER FATIGUE LOADING

Structural hollow sections are widely used in many applications in the field of construction and mechanical engineering, where fatigue is an essential aspect in design and fabrication. Basically, the same fatigue design aspects and design principles apply for hollow sections as they do for open profiles. However, the welded connections between hollow sections (for example K-joints) need to be considered in a different way, based on the non-uniform stress distribution around the welded intersection and the secondary bending stresses in the joint. The objective of this design guide is to give design recommendations for structural hollow sections under fatigue loading. Principally the theory applied in this book is based on the hot spot stress approach. The latest results of research work carried out by CIDECT and other research organisations, particularly dealing with the stress concentration factors, have been utilised in this design guide. This design guide is the eighth in the series “Construction with Hollow Steel Sections”, which CIDECT has published:
1. Design guide for circular hollow section (CHS) joints under predominantly static loading
2. Structural stability of hollow sections
3. Design guide for rectangular hollow section (RHS) joints under predominantly static loading
4. Design guide for structural hollow section columns exposed to fire
5. Design guide for concrete filled hollow section columns under static and seismic loading
6. Design guide for structural hollow sections in mechanical applications
7. Design guide for fabrication, assembly and erection of hollow section structures
8. Design guide for circular and rectangular hollow section welded joints under fatigue loading
We express our sincere thanks to Dipl.-Ing. D. Dutta, Germany, Dr.-Ing. D. Grotmann of RWTH Aachen, Germany, Dr.-Ing. S. Herion of University of Karlsruhe, Germany, Prof. Dr.- Ing. F. Mang of University of Karlsruhe, Germany, Prof. Dr. J.A. Packer of University of Toronto, Canada, Dr.Ir. E. Panjeh Shahi of Vekoma, The Netherlands, Prof. Dr.-Ing. R. S. Puthli of University of Karlsruhe, Germany, Dr.Ir. A. Romeijn of Delft University of Technology, The Netherlands, Prof. Dr.-Ing. G. Sedlacek of RWTH Aachen, Germany, Dr.- Ing. N. Stranghöner of RWTH Aachen, Germany, Prof.Dr.Ir. J. Wardenier of Delft University of Technology, The Netherlands, Dr.-Ing. K. Weynand of RWTH Aachen, Germany, Dr.Ir. A. M. van Wingerde of Delft University of Technology, The Netherlands, Mr. N.F. Yeomans of British Steel Tubes and Pipes, United Kingdom, and Dr. X.-L. Zhao of Monash University, Australia, for their valuable contributions and comments. Further, the support of the CIDECT member firms is gratefully acknowledged.

http://www.filesonic.com/file/129735851/Cidect_DG8_1st_edt.pdf



AISC - Steel Construction Manual - 13th Edition  

PDF : 355 MB
Pages : 2186
This is split in to 11 parts since I experienced much problems in uploading. Scanned file but quality is good

AISC - Steel Construction Manual - 13th Edition
For parts 01,02,05,06,07,08, 09 & 11:

Code:
http://www.4shared.com/account/dir/22013424/484b8edc/sharing.html?rnd=56

For Part 03:
Code:
http://sharingmatrix.com/file/3585924

For Part 04:
Code:
http://sharingmatrix.com/file/3587394

For Part 10:
Code:
http://sharingmatrix.com/file/3586686

After downloading all parts unrar them using the password given below:

password:
civilea
another Link from Daniel Ati (very good quality pdf) :
www.ati.com.ec

http://cid-f84a0e25669d7a5e.skydrive.live.com/browse.aspx/.Public
Daniel ATI's file is only 88MB..
The quality of pdf is very good..
http://www.4shared.com/dir/37416111/271a7666/AISC_13th_-_Steel_Construction.html
Steel Construction Manual, 13th Edition
American Institute of Steel Construction | 2006 | ISBN: 156424055X | 2190 pages | PDF | 80 MB

http://uploading.com/files/d853b63a/156424055X%252BSteel.rar/

http://turbobit.net/u3c7xpvqpg3a.html

http://www.megaupload.com/?d=60VQZ9A0
Mirror links:
http://ifile.it/whom4r6/AISC Steel Construction Manual 13th.rar
or
http://mediafire.com/?nnaynmmogzm
Rar'ed PDF, 80,0 Mb, 2181 pages, no cover, no bookmarks

or

Code:
http://rapidshare.com/files/378579261/AISC_Steel_Construction_Manual_13th.zip
or
http://www.megaupload.com/?d=ZCSVAG0M
Enhanced Ziped Pdf file
52 MB
Errata to 13th Ed. Manual - 2nd Printing
http://www.aisc.org/WorkArea/showcontent.aspx?id=4784


AISC - Design Guide 01 - Column Base Plates+

منبع : ایران سازه

AISC - Design Guide 01 - Column Base Plates+

Author: John T. DeWolf, David T. Bicker | Size: 812 KB | Format: PDF | Year: 2003 | pages: 60


INTRODUCTION
LITERATURE REVIEW - DESIGN PROVISIONS
DESIGN OF AXIALLY LOADED BASE PLATES
DESIGN OF BASE PLATES WITH MOMENTS
DESIGN OF ANCHOR BOLTS FOR TENSION
DESIGN FOR SHEAR
APPENDIX A
RESEARCH REVIEW
REFERENCES
NOMENCLATURE
APPENDIX B
SOME PRACTICAL ASPECTS OF COLUMN BASE SELECTION . . . . . . .
By David T. Ricker
APPENDIX C
DESIGN OF SMALL BASE PLATES FOR WIDE FLANGE COLUMNS . . . . . . .
By W.A. Thornton
http://www.4shared.com/file/dSvVTgJJ/column-bases.html


Anchor bolt - Design notes

This design notes is provided by Penta engineering corporation. This is prepared with many illustrations and specifications have been taken from applicable codes. Considerable confusion exists about the correct procedure for the design of anchor bolts and their embedment. Currently the accepted procedure for the design of anchor bolts is to design them as pullout shear cone, anchored at their base by heads or embedded nuts.


http://www.4shared.com/file/252059547/6c47c56d/Anchor_bolt_design.html
http://ifile.it/20dot9n/AnchorBD_www.civilea.com.rar

or
http://hotfile.com/dl/125520053/1597d80/AnchorBD_www.civilea.com.rar.html

https://rapidshare.com
دانلود


http://www.megaupload.com/?d=7BG26Q0Q

http://depositfiles.com/en/files/mqdplu4g3

http://hotfile.com/dl/125623802/c6c6ab6/AnchorBD_www.civilea.com.rar.html

http://www.zshare.net/download/9322407818c1fe18/

http://uploading.com/files/m4mam2d7/AnchorBD_www.civilea.com.rar/

http://www.fileserve.com/file/Sf48NmS