<![CDATA[Civil Engineering Association

<![CDATA[Civil Engineering Association - Bad Posts (eBooks)]]> https://forum.civilea.com/ Wed, 27 May 2026 14:18:37 +0000 MyBB <![CDATA[ASCE7-16 Fresh]]> https://forum.civilea.com/showthread.php?tid=54611 Thu, 12 Oct 2017 13:36:41 +0300 civil100]]> https://forum.civilea.com/showthread.php?tid=54611 My Gift For You the Waiting Book
ASCE 7-16 PDF i hope you like it

Download By using Link :

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]]> My Gift For You the Waiting Book
ASCE 7-16 PDF i hope you like it

Download By using Link :

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]]> <![CDATA[Structural Dynamics of Earthquake Engineering: Theory & Applic using Math]]> https://forum.civilea.com/showthread.php?tid=53421 Thu, 20 Oct 2016 09:40:50 +0300 Tarik]]> https://forum.civilea.com/showthread.php?tid=53421

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Mod note:
This is not the book "Structural dynamics of earthquake engineering: Theory and application using Mathematica and Matlab"
It is 220MB of unsorted Structural Dynamics of Earthquake Engineering materials,
doc,pdf,jpg,ppt,...

===> Moved to bad books section.
Always check what you post.
Lisine]]> <![CDATA[IS 14732: Guidelines for the Evaluation of the Response of Occupants of Fixed Structu]]> https://forum.civilea.com/showthread.php?tid=52619 Sat, 12 Mar 2016 13:07:10 +0200 xnr09]]> https://forum.civilea.com/showthread.php?tid=52619 IS 14732: Guidelines for the Evaluation of the Response of Occupants of Fixed Structures, Especially Buildings and Off-Shore Structures, to Low-Frequency Horizontal Motion (0.063 to 1 Hz)
Hi

For ISO 6897:1984 (this is an India standard that is identical to ISO 6897:1984)

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Cheers
xnr09]]> IS 14732: Guidelines for the Evaluation of the Response of Occupants of Fixed Structures, Especially Buildings and Off-Shore Structures, to Low-Frequency Horizontal Motion (0.063 to 1 Hz)
Hi

For ISO 6897:1984 (this is an India standard that is identical to ISO 6897:1984)

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xnr09]]> <![CDATA[Transmission Line Structure]]> https://forum.civilea.com/showthread.php?tid=51785 Tue, 06 Oct 2015 09:32:34 +0300 tnl4111]]> https://forum.civilea.com/showthread.php?tid=51785 Transmission Line Structures

Author(s)/Editor(s): S.S. Murthy & A.R. Santhakumar | Size: 55.4 MB | Format: PDF | Quality: Scanner | Publisher: McGraw-Hill | Year: 1990 | pages: 343 | ISBN: 0070991561, 9780070991569

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]]> <![CDATA[AS 1597.1-2010 and AS 1597.2-2013 Precast RC box culverts]]> https://forum.civilea.com/showthread.php?tid=51640 Mon, 07 Sep 2015 03:01:27 +0300 john70]]> https://forum.civilea.com/showthread.php?tid=51640

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AS 1597.2-2013: Precast Reinforced Concrete Box Culverts Part 2: Large Culverts (from 1500 mm Span and up to and Including 4200 mm Span and 4200 mm Height)

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AS 1597.2-2013: Precast Reinforced Concrete Box Culverts Part 2: Large Culverts (from 1500 mm Span and up to and Including 4200 mm Span and 4200 mm Height)

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]]> <![CDATA[High Strength Steels - The Significance of Yield Ratio and Work Hardening]]> https://forum.civilea.com/showthread.php?tid=50526 Sun, 15 Mar 2015 02:30:16 +0200 f_slikken]]> https://forum.civilea.com/showthread.php?tid=50526 Author(s): Billingham, J.; Healy J.; Bolt, H.
Publisher: Energy Institute
Year: 1997
Pages: 42
ISBN: 978-0-08-092023-8, 978-0-12-373660-4
Size: 6 MB (6169681 bytes)

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Regards,]]> Author(s): Billingham, J.; Healy J.; Bolt, H.
Publisher: Energy Institute
Year: 1997
Pages: 42
ISBN: 978-0-08-092023-8, 978-0-12-373660-4
Size: 6 MB (6169681 bytes)

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Regards,]]> <![CDATA[Fatigue Strength of Welded Structures]]> https://forum.civilea.com/showthread.php?tid=50518 Sat, 14 Mar 2015 11:53:34 +0200 f_slikken]]> https://forum.civilea.com/showthread.php?tid=50518 Author(s): S.J. Maddox (Auth.)
Series: Woodhead Publishing Series in Welding and Other Joining Technologies
Publisher: Woodhead Publishing
Year: 1991
Edition: 2
Language: English
Pages: 208
ISBN: 978-1-85573-013-7 ID: 1169532

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Regards,]]> Author(s): S.J. Maddox (Auth.)
Series: Woodhead Publishing Series in Welding and Other Joining Technologies
Publisher: Woodhead Publishing
Year: 1991
Edition: 2
Language: English
Pages: 208
ISBN: 978-1-85573-013-7 ID: 1169532

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Regards,]]> <![CDATA[Geotechnical Special Publications - ASCE]]> https://forum.civilea.com/showthread.php?tid=50139 Wed, 28 Jan 2015 04:46:01 +0200 PIGAS]]> https://forum.civilea.com/showthread.php?tid=50139
1 - Advances in Earth Structures. Research to Practice.

2 - Advances in Unsaturated Soil, Seepage, and Environmental Geotechnics

3 - Foundation Analysis and Design. Innovative Methods

4 - Site and Geomaterial Characterization

5 - Underground Construction and Ground Movement

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]]>
1 - Advances in Earth Structures. Research to Practice.

2 - Advances in Unsaturated Soil, Seepage, and Environmental Geotechnics

3 - Foundation Analysis and Design. Innovative Methods

4 - Site and Geomaterial Characterization

5 - Underground Construction and Ground Movement

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]]> <![CDATA[Elements of Structure by William Morgan (Author), Ian G. Buckle (Editor)]]> https://forum.civilea.com/showthread.php?tid=49526 Fri, 07 Nov 2014 07:22:38 +0200 lemuel0z]]> https://forum.civilea.com/showthread.php?tid=49526 by William Morgan (Author), Ian G. Buckle (Editor)

Product Details

Paperback: 263 pages
Publisher: Pitman Publishing; 2nd edition (March 1978)
Language: English
ISBN-10: 0273010794
ISBN-13: 978-0273010791

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]]> by William Morgan (Author), Ian G. Buckle (Editor)

Product Details

Paperback: 263 pages
Publisher: Pitman Publishing; 2nd edition (March 1978)
Language: English
ISBN-10: 0273010794
ISBN-13: 978-0273010791

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]]> <![CDATA[Design of steel structures, S.K. Duggal]]> https://forum.civilea.com/showthread.php?tid=49301 Thu, 09 Oct 2014 11:34:23 +0300 manzoor_quadri]]> https://forum.civilea.com/showthread.php?tid=49301

# Only 181 pages including hard cover (Not a full version)
# 10.5 MB
#Publisher; Tata Mc Graw.Hill companies
Preface :- The main objective of this book is to present a systematic text on the design of steel structures based on the lattest Indian standard codes.The book covers the fundamental aspects of analysis and design and also dicusses practical requirement such as safety, feasibility, and economy of steel structures.Theorotical concepts regarding the strength of materials are applied to the design of steel structures based on the given specification.
Though primarily intended for undergraduate students and practicing engineers the book is also helpful postgraduate students.

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]]>

# Only 181 pages including hard cover (Not a full version)
# 10.5 MB
#Publisher; Tata Mc Graw.Hill companies
Preface :- The main objective of this book is to present a systematic text on the design of steel structures based on the lattest Indian standard codes.The book covers the fundamental aspects of analysis and design and also dicusses practical requirement such as safety, feasibility, and economy of steel structures.Theorotical concepts regarding the strength of materials are applied to the design of steel structures based on the given specification.
Though primarily intended for undergraduate students and practicing engineers the book is also helpful postgraduate students.

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]]> <![CDATA[Alan W. Bishop]]> https://forum.civilea.com/showthread.php?tid=48792 Mon, 18 Aug 2014 04:12:03 +0300 PIGAS]]> https://forum.civilea.com/showthread.php?tid=48792
1- The Measurement of the Shear Strength of Soils - Skempton, A. W. and Bishop, A. W. - 1950

2- The Influence of High Pore-Water Pressure on the Strength of Cohesionless Soils - Bishop, A. W. and Skinner, A. E. - 1976

3- The Strength of Soils as Engineering Materials (Rankine Lecture) - Bishop, A. W. - 1966

4- The Use of Pore-Pressure Coefficients in Practice - Bishop, A. W. - 1954

5- The Relevance of the Triaxial Test to the Solution of Stability Problems - Bishop, A. W. - 1960

6- Some Aspects of Effective Stress in Saturated and Partly Saturated Soils - Bishop, A. W. and Blight, G. E. - 1963

7- The Principle of Effective Stress - Bishop, A. W. - 1965

8- The Value of Poisson's Ratio in Saturated Soils and Rocks Stressed under Undrained Conditions - Bishop, A. W. and Hight, D. W. - 1977

9- Undrained Triaxial Tests on Saturated Sands and Their Significance in the General Theory of Shear Strength - Bishop, A. W. and Eldin, G. - 1950

Link for Download - 4shared

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]]>
1- The Measurement of the Shear Strength of Soils - Skempton, A. W. and Bishop, A. W. - 1950

2- The Influence of High Pore-Water Pressure on the Strength of Cohesionless Soils - Bishop, A. W. and Skinner, A. E. - 1976

3- The Strength of Soils as Engineering Materials (Rankine Lecture) - Bishop, A. W. - 1966

4- The Use of Pore-Pressure Coefficients in Practice - Bishop, A. W. - 1954

5- The Relevance of the Triaxial Test to the Solution of Stability Problems - Bishop, A. W. - 1960

6- Some Aspects of Effective Stress in Saturated and Partly Saturated Soils - Bishop, A. W. and Blight, G. E. - 1963

7- The Principle of Effective Stress - Bishop, A. W. - 1965

8- The Value of Poisson's Ratio in Saturated Soils and Rocks Stressed under Undrained Conditions - Bishop, A. W. and Hight, D. W. - 1977

9- Undrained Triaxial Tests on Saturated Sands and Their Significance in the General Theory of Shear Strength - Bishop, A. W. and Eldin, G. - 1950

Link for Download - 4shared

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]]> <![CDATA[“Composite RCS Space Frame Systems: Constructability and Performance”]]> https://forum.civilea.com/showthread.php?tid=48789 Sun, 17 Aug 2014 22:01:37 +0300 Saze808]]> https://forum.civilea.com/showthread.php?tid=48789 Constructability and Performance”
by
John P. Steele and Joseph M. Bracci
Texas A&M University
Department of Civil Engineering
College Station, Texas 77843-3136
Technical Report CDCI-03-02
September 30, 2003

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ABSTRACT
The objective of this research program was to further evaluate the performance
and constructability of reinforced concrete (RC) column-steel beam-slab systems (RCS)
for use in low- to mid-rise space frame buildings located in regions of high wind loads
and/or moderate seismicity. To better understand these systems, two full scale RCS
cruciform specimens were tested under bidirectional quasi-static reversed cyclic loading.
The experimental portion of this research program included the construction and testing
of two full-scale cruciform specimens with identical overall dimensions but with
different joint detailing. The two joint details evaluated were joint cover plates and face
bearing plates with localized transverse ties. The construction process was recorded in
detail and related to actual field construction practices. The specimens were tested
experimentally in quasi-static reversed cyclic loading in both orthogonal loading
directions while a constant axial force was applied to the column, to simulate the wind
loads in a subassembly of a prototype building. To compliment the experimental work,
nonlinear analyses were performed to evaluate the specimen strength and hysteretic
degradation parameters for RCS systems. In addition, current recommendations in the
literature on the design of RCS joints were used to estimate specimen joint strength and
were compared with the experimental findings.]]> Constructability and Performance”
by
John P. Steele and Joseph M. Bracci
Texas A&M University
Department of Civil Engineering
College Station, Texas 77843-3136
Technical Report CDCI-03-02
September 30, 2003

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ABSTRACT
The objective of this research program was to further evaluate the performance
and constructability of reinforced concrete (RC) column-steel beam-slab systems (RCS)
for use in low- to mid-rise space frame buildings located in regions of high wind loads
and/or moderate seismicity. To better understand these systems, two full scale RCS
cruciform specimens were tested under bidirectional quasi-static reversed cyclic loading.
The experimental portion of this research program included the construction and testing
of two full-scale cruciform specimens with identical overall dimensions but with
different joint detailing. The two joint details evaluated were joint cover plates and face
bearing plates with localized transverse ties. The construction process was recorded in
detail and related to actual field construction practices. The specimens were tested
experimentally in quasi-static reversed cyclic loading in both orthogonal loading
directions while a constant axial force was applied to the column, to simulate the wind
loads in a subassembly of a prototype building. To compliment the experimental work,
nonlinear analyses were performed to evaluate the specimen strength and hysteretic
degradation parameters for RCS systems. In addition, current recommendations in the
literature on the design of RCS joints were used to estimate specimen joint strength and
were compared with the experimental findings.]]> <![CDATA[NCMA GUIDES]]> https://forum.civilea.com/showthread.php?tid=48145 Thu, 03 Jul 2014 14:01:25 +0300 malc]]> https://forum.civilea.com/showthread.php?tid=48145

NCMA GUIDES

1.-Are Control Joints Needed with Adhered Concrete Masonry Veneer?
2.-FEMA Safe Rooms-Masonry
3.-Installation Guide Adhered Manufactured Stone Veneer (AMSV)
4.-AMSV Complying with the 2007 California Building Code
5.-AMSV Water Penetration Testing
6.-Water Penetration Testing of an Adhered Masonry Veneer Wall Assembly
7.-The Durability of Segmental Retaining Wall (SRW) Units
8.-SRW Segmental Retaining Wall DESIGN
9.-Thermal Catalog of Concrete Masonry Assemblies
10.-TR68B Basement Manual Design and Construction Using Concrete Masonry
11.-TR91B Lintel Design Manual
12.-Segmental Retaining Wall Installation Guide
13.-TR149A NCMA MBMA Concrete Masonry Walls for Metal Buildings
14.-TR156B Inspection and testing of concrete masonry construction
15.-TR220A ACB DESIGN MANUAL FOR ARTICULATING CONCRETE BLOCK (ACB) REVETMENT SYSTEMS
16.-TR221 Storm Resistant Concrete Masonry Homes and Buildings

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Best Regards

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NCMA GUIDES

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]]> <![CDATA[CTV Building Collapse - Non-Linear Seismic Analysis Report]]> https://forum.civilea.com/showthread.php?tid=47724 Mon, 26 May 2014 01:36:02 +0300 jamesmakeez]]> https://forum.civilea.com/showthread.php?tid=47724 The analysis was undertaken using SAP2000.

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]]> The analysis was undertaken using SAP2000.

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]]> <![CDATA[NTH - Report 2A-95]]> https://forum.civilea.com/showthread.php?tid=47706 Sat, 24 May 2014 13:40:30 +0300 gianniorlati]]> https://forum.civilea.com/showthread.php?tid=47706

NTH - Report 2A-95 - Tunneling - Blast Design

Useful report from Trondheim University and Norwegian Institute of Technology for designing blasting patterns to be used for tunneling pruposes.

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NTH - Report 2A-95 - Tunneling - Blast Design

Useful report from Trondheim University and Norwegian Institute of Technology for designing blasting patterns to be used for tunneling pruposes.

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