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  High rise buildings
Posted by: adshrt - 02-06-2011, 05:27 AM - Forum: Journals, Papers and Presentations - Replies (1)

High rise buildings

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Hi freinds

I have a small collection of papers from ASCE which i will be uploading

1st paper is on
Low velocity impact resistance of laminated architectural glass

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Hi freinds

I have a small collection of papers from ASCE which i will be uploading

2nd paper is on
USE OF A MODIFIED NETWORK MODEL FOR ANALYZING EVACUATION
PATTERNS IN HIGH-RISE BUILDINGS
By Siu Ming Lo,1 Zheng Fang,2 and DaHong Chen3

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3rd paper is on
Vulnerability of Fully Glazed High-Rise Buildings
in Tropical Cyclones
Brian E. Lee1 and John Wills2

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4th paper is on
Impact of Floor Planning on Airflow Patterns in Designated
Refuge Floor in High-Rise Building
Wei-Zhen Lu,1 Kwok-Kit Yuen,2 Siu-Ming Lo,3 and Zheng Fang4

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4th paper
Proposed Fire Safety Ranking System EB-FSRS for Existing
High-Rise Nonresidential Buildings in Hong Kong
W. K. Chow1

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6th paper on
DESIGN GUIDELINES TO ACCOMMODATE POTENTIAL UPGRADING
OF ELEVATOR SYSTEMS
By Mohammad A. Hassanain1 and Edward L. Harkness2

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7th paper
INVESTIGATION INTO CAUSE OF FAILURE OF LIFT CONTROL PANEL
By Yoke Lin Tan,1 P.E., and Kok Chye Liam2
JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES / AUGUST 1999 /

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8th paper

Ronan Point Apartment Tower Collapse and its Effect
on Building Codes
Cynthia Pearson1 and Norbert Delatte, M.ASCE2

172 / JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES © ASCE / MAY 2005


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TRAPPED IN AN ELEVATOR DURING THE WORLD
TRADE CENTER BOMBING: A PERSONAL ACCOUNT
By Satinder P. S. Puri, ~ Member, ASCE

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10th paper
OPTIMIZING RESOURCE UTILIZATION FOR REPETITIVE
CONSTRUCTION PROJECTS
By Khaled El-Rayes,1 Member, ASCE, and Osama Moselhi,2 Fellow, ASCE
18 / JOURNAL OF CONSTRUCTION ENGINEERING AND MANAGEMENT / JANUARY/FEBRUARY 2001
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11th paper
OBJECT-ORIENTED MODEL FOR REPETITIVE
CONSTRUCTION SCHEDULING
By Khaled El-Rayes,1 Member, ASCE
JOURNAL OF CONSTRUCTION ENGINEERING AND MANAGEMENT / MAY/JUNE 2001 / 199

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  Long-term Deflection for RC beams / Slabs
Posted by: parthiban - 02-06-2011, 05:05 AM - Forum: Archive - Replies (2)

Long-term Deflection for RC beams / Slabs

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Does anyone have the long-term / short-term deflections books / calculations to either BS 8110 or Eurocode for Reinforced concrete beams and slabs?

If so, Kindly send me the link. Thanks.



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  Soil model for driveability predictions based on CPT interpretations
Posted by: s0p9015 - 02-06-2011, 01:06 AM - Forum: Archive - No Replies

Hello,
I am looking for a conference paper as described below
"Soil model for driveability predictions based on CPT interpretations" (Alm, T. & Hamre L., 2001), Proceedings of the International Conference on Soil Mechanics and Geotechnical Engineering, Balkeema, CONF 15; VOL 2, pp. 1297-1302.

I would really appreciate if anyone can share this article with us.:yes:

Thanks and Best Regards,

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  Numerical Simulation of Instability Behaviour of Cold-Formed Steel Members
Posted by: darkdkay - 02-06-2011, 12:21 AM - Forum: Journals, Papers and Presentations - No Replies


Effect of Imperfections On Numerical Simulation of Instability Behaviour of Cold-Formed Steel Members

Author: D. Dubina, V. Ungureanu | Size: 150 KB | Format: PDF | Year: 2002 | pages: 24 (239-262)

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Analyses the influence of imperfections on the behaviour of cold-formed steel members

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  Experimental Investigation of Cold-Formed Steel Material at Elevated Temperatures
Posted by: darkdkay - 02-06-2011, 12:09 AM - Forum: Journals, Papers and Presentations - No Replies


Experimental Investigation of Cold-Formed Steel Material at Elevated Temperatures

Author: Ju Chen, Ben Young | Size: 822 KB | Format: PDF | Year: 2007 | pages: 15 (96-110)

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Presents the mechanical properties data for cold-formed steel at elevated temperatures

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  CivilEA LOGO DESIGN COMPETITION
Posted by: Administrator - 02-05-2011, 05:51 PM - Forum: CivilEA News - Replies (9)

Dear friends;

we decided to run Competition for design CivilEA logo. Anyone can participate in the competition.

Design conditions

  1. width must be equal to 805px.
  2. Height must be between 120px to 240px.
  3. main color must be same with our main forum color (green).
  4. Logo (header) should be indicate our main content of site (Civil Engineering).
  5. ability The next expansion.
Conditions of entry are as follows:
  1. any user can send maximum 3 design.
  2. your design send me by Email ([email protected])
  3. Last chance to send the final Design is 1-March-2011
  4. Send Me PSD file, if you can`t send me JPG or PNG.
1st Design Awards
  1. +2000 point
  2. Being VIP (1 Year)
  3. Add "Logo Designer" to user title.
  4. ?
2nd Design Awards
  1. +1000 point
  2. Being VIP (6 Month)
  3. ?
3rd Design Awards
  1. +500 point
  2. Being VIP (3 Month)
  3. ?

Awards Will be Added Later.

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  soil structure interaction under Extreme Loading Conditions
Posted by: mowafi3m - 02-05-2011, 04:50 PM - Forum: Soil Investigation and Mechanics - Replies (2)

soil structure interaction under Extreme Loading Conditions

Author: Professor T.D .O` Rourke | Size: 2.65 MB | Format: PDF | Publisher: College Station Hilton | Year: 2005 | pages: 36 | ISBN: unknown

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INTRODUCTION
From a geotechnical perspective, extreme loading conditions are those that induce large plastic, irrecoverable deformation in soil. They are often associated with significant geometric changes in the soil mass, such as shear rupture, heave and void formation, and are accompanied by a peak, or maximum, interaction force imposed on embedded structures. Such loading takes soil well beyond the range of deformation related to the conventional design of civil structures. It applies to performance under unusual, extreme conditions. Such conditions include earthquakes, floods, landslides, large deformation induced by tunneling and deep excavations, and subsidence caused by severe dewatering or withdrawal of minerals and fluids during mining and oil production. Such loading conditions are becoming increasingly more important as technologies are developed to cope with natural hazards, human threats, and construction in congested urban environments.
Extreme loading conditions for soils are often accompanied by extreme loading conditions for structures. Examples include soil/structure interaction associated with pipelines subjected to fault rupture, piles affected by landslides, and soil failure imposed on underground facilities by explosions, flooding, and the collapse of voids. Such conditions induce large plastic, irrecoverable structural deformation that involves both material and geometric nonlinear behavior. Hence, analytical and experimental modeling


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home page

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  Bridge Substructure and Foundation Design
Posted by: toa011 - 02-05-2011, 08:53 AM - Forum: Bridge (Project and Technology) - Replies (2)


Bridge Substructure and Foundation Design

Author: Petros P. Xanthakos | Size: 33.54 MB | Format: PDF | Publisher: Prentice Hall; Facsimile edition | Year: 1995 | pages: 864 | ISBN: 0133006174

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An essential reference for engineers, public works administrators and contractors, researchers and students, this book provides a systematic study of bridge substructure and foundation elements, presents explicit methods of analysis, design and detailing, and offers case studies. It reflects the distinct evolution in bridge design concepts, theories, and analysis methods that has recently taken place.

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DIRECT LINKS thumbup
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  Progressive collapse analysis of high rise building
Posted by: hmwere - 02-05-2011, 07:16 AM - Forum: Archive - Replies (2)

Hi All,
may any one with the journal titled as below please upload:
Progressive collapse analysis of high rise building with 3d finite element model method by feng fu

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  Business and Construction (Green Careers) by Pamela Fehl
Posted by: adshrt - 02-05-2011, 05:19 AM - Forum: Project Management - Replies (1)

Business and Construction (Green Careers) by Pamela Fehl

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Business and Construction (Green Careers) by Pamela Fehl
Ferguson Publishing Company | 2010 | ISBN: 0816081492 | 147 pages | PDF | 12 MB


Workers in the fields of green construction and business play an important role in the effort to conserve energy and protect the environment. Increasingly, new structures are built to standards that minimize environmental impact and utilize alternative forms of energy. Existing structures are also retrofitted to meet green standards. While new businesses find investors to support efforts to go green and fund new environmentally oriented companies, existing businesses hire consultants to help them identify ways to restrain use of resources like paper and energy and diminish their environmental impact

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