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  Analysis of Completeness of the Earthquake Sample in the Puget Sound Area
Posted by: mahesu219 - 02-17-2012, 10:12 AM - Forum: Archive - No Replies

hi
Does anyone have the

Stepp, J.C., 1972, “Analysis of Completeness of the Earthquake Sample in the Puget Sound Area and Its Effects on Statistical Estimates of Earthquake Hazard,” Proceedings of the First Microzonation Conference, Seattle, WA, pp. 897–909.

Thanks in advance.
Mahesh

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  Longman English Grammar (Grammar Reference)
Posted by: mybest - 02-17-2012, 06:26 AM - Forum: Free Discussion - Replies (1)



Longman English Grammar (Grammar Reference)

Author: L. G. Alexander & R. A. Close | Size: - MB | Format: PDF | Quality: Unspecified | Publisher: Longman Publishing Group | Year: January 1989 | pages: 374 | ISBN: 978-0582558922

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Alexander's "Longman English Grammar" is among the best of its type I have seen, though not without some drawbacks.

The coverage is exceptionally comprehensive, going over a large number of structures and forms that will keep most students going for a long time. The covers not only the main structures, but also some more specialised forms that students may need to be familiar with.

The explanations are generally easy to understand, though sometimes they get a little confusing. The examples provided are excellent and they often clear up any points of confusion that the explanations may have left the reader with.

Perhaps the biggest plus for this book is the fact that they include a section of exercises called "Context". Very few grammar practice books do this, prefering instead to have only sentence level practice. Alexander has provided an excellent opportunity to practice grammar in a wider context of language. The only pity is that he did not provide more like it, but some is better than none, and this alone makes the book worth getting.

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[Image: comments.png]
Hello friends.
I want to learn much about grammar. Can you please help me to get this book?
This book is Longman English Grammar (Grammar Reference) and not Longman English Grammar Practice(I already have this one)

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  Seismic Design of Concrete-Filled Circular Steel Bridge Piers
Posted by: RedHorse - 02-17-2012, 04:52 AM - Forum: Journals, Papers and Presentations - No Replies


Seismic Design of Concrete-Filled Circular Steel Bridge Piers

Author: Michel Bruneau, M.ASCE,1 and Julia Marson2 | Size: 394 KB | Format: PDF | Quality: Original preprint | Publisher: ASCE | Year: FEBRUARY 2004 | pages: 11

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Seismic Design of Concrete-Filled Circular Steel
Bridge Piers

JOURNAL OF BRIDGE ENGINEERING © ASCE / JANUARY/FEBRUARY 2004

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  THE DESIGN AND CONSTRUCTION OF CONCRETE-FILLED STEEL TUBE COLUMN FRAMES
Posted by: RedHorse - 02-17-2012, 04:44 AM - Forum: Journals, Papers and Presentations - No Replies


THE DESIGN AND CONSTRUCTION OF CONCRETE-FILLED STEEL TUBE COLUMN FRAMES

Author: Stephen P. SCHNEIDER1, Donald R. KRAMER2 and Douglas L. SARKKINEN3 | Size: 768 KB | Format: PDF | Quality: Original preprint | Publisher: 13th World Conference on Earthquake Engineering | Year: 2004 | pages: 12

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13th World Conference on Earthquake Engineering
Vancouver, B.C., Canada
August 1-6, 2004
Paper No. 252

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  Finite-Element Analysis of a Composite Frame under Large Lateral Cyclic Loading
Posted by: jamildear4u - 02-17-2012, 04:41 AM - Forum: Journals, Papers and Presentations - No Replies



Finite-Element Analysis of a Composite Frame under Large Lateral Cyclic Loading

Author: Feng Zhou1; Khalid M. Mosalam, M.ASCE2; and Masayoshi Nakashima, M.ASCE3 | Size: 312 KB | Format: PDF | Quality: Original preprint | Publisher: JOURNAL OF STRUCTURAL ENGINEERING © ASCE | Year: JULY 2007 | pages: 9


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This paper presents finite-element FE modeling and nonlinear analysis of steel-concrete composite frames subjected to very
large cyclic loading. A three-dimensional FE model is developed to carry out the nonlinear analysis. Modeling details of the steel frame,
the reinforced concrete RC slab, the interactions between the RC slab and the frame beams, and the associated constitutive relationships
for cyclic loading are presented. A composite frame previously tested by the writers is analyzed using the proposed FE model. Good
correlation is observed between the experimental and analytical hysteresis curves up to rotation amplitude of 0.04 rad. One of the notable
observations during the loading to large rotations is the fracture at steel beam ends. To simulate such behavior, a simplified fractured steel
connection model is introduced. The proposed nonlinear model is found to be capable of capturing the fracture behavior of beam ends to
an acceptable accuracy.

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  Design of machine foundations
Posted by: pedrocmg - 02-17-2012, 02:36 AM - Forum: Archive - No Replies

Hi All,

Does anyone has Professor M.H. El Naggar´s lecture notes like this one below?

"Design of machine foundations" - Dep. of Civil Engineering, Univ. of Western Ontario, Canada.

Thanks in advance.
Pedro

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  User Guide for the: International Building Code in the Emirate of Abu Dhabi
Posted by: jamildear4u - 02-16-2012, 05:12 PM - Forum: Codes, Manual & Handbook - Replies (5)

User Guide for the: International Building Code in the Emirate of Abu Dhabi Version 1, Edition 2011

Size: 6.4 MB | Format: PDF | Quality: Original preprint | Publisher: Emirate of Abu DhabiDepartment of Municipal Affairs | Year: January 2011 | pages: 348

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This Abu Dhabi Building Codes Guide, is designed to meet theneeds of the community through code regulations thatsafeguard the public health and safety in all communities, largeand small.

This locally developed Code Guide, used in conjunction with the adopted building codes, establishes minimum regulations for prescriptive and performance-related provisions as they apply to the Emirate of Abu Dhabi. It is founded on broad-based principles that make possible the use of new materials,building designs and methods of construction. This Code Guide is fully compatible with all the adopted model International Codes ® (I-Codes ®) as published by the International Code Council (ICC) ®

The provisions within this Code Guide, have been reviewed and customized for local conditions through the efforts of work groups composed of fire safety, structural, architectural, civil and mechanical/plumbing professionals and other stake holders that reviewed the performance and prescriptive code requirements found in the adopted codes.

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  ATC-14
Posted by: ehsan1362 - 02-16-2012, 02:06 PM - Forum: Archive - No Replies

Has anybody ATC14: EVALUATING THE SEISMIC RESISTANCE OF
EXISTING BUILDINGS
thans

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  Typical Structural Details
Posted by: deviationz - 02-16-2012, 10:52 AM - Forum: Request for Civil Engineering Documents - Replies (1)

All:

Since we are a huge community of structural engineers, each with a goal of helping the others out, I was wondering if we all could collaborate and share typical structural details and create a library of sorts?

I know a lot of large engineering firms have typical details for improved efficiency of projects and standardization of details company-wide.

Would appreciate your thoughts/suggestions/contributions.

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  ISO 4356
Posted by: peixoto - 02-16-2012, 09:37 AM - Forum: ISO - Replies (5)

ISO 4356:1977 - Bases for the design of structures -- Deformations of buildings at the serviceability limit states


Author: Iso/TC98 | Size: 2.7 MB | Format: PDF | Quality: Original preprint | Publisher: Iso | Year: 1977 | pages: 24


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Establishes the basic principles that should be adopted when setting up national standards, regulations and recommendations for the deformation of buildings at the limit states of serviceability. Refers to the deformations at the serviceability limit states of buildings such as dwellings, offices, public buildings, and factories. Does not refer to the deformations of bridges, roads, masts, underground works, non-residential farm buildings, or special-purpose buildings such as atomic power stations or industrial plant.

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