Posted by: vitikn - 05-29-2010, 11:58 AM - Forum: Archive
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i am looking for Pipeline Design for Installation by Horizontal Directional Drilling (Manual of Practice No. 108) .....plz help..thx
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i have problem with NonLinear Dynamic analysis using SAP2000 v14.1.
for modeling non linear column and beam, im using nonlinear Hinge in both side. hinge M3 for beam and hinge PMM for column. then i put Time history acceleration as dynamic loading.
when i analyze the result,
(for column)
(for beam)
my questions are:
1. is my method right? using hinge to model non linearity of frame?
2. there is another method to model it?
3. Hinge from FEMA (displacement control) can use for Non Linear Dynamic analysis? because my column elements are never yield even it reach its capacity.
please help me and give me suggestion how to solve them.
Silos: Fundamentals of Theory, Behaviour and Design
Editorial Reviews
Bringing together the leading European expertise in behaviour and design of silos, this important new book is an essential reference source for all concerned with current problems and developments in silo technology. Silos are used in an enormous range of industries and the handling characteristics of many industrial materials require different approaches for successful, economical installations. For the first time, the many approaches taken by specialists in different fields are brought together in a unified way so that common problems can be addressed. This book is the result of a four year European project - Concerted Action - Silos - funded under the Brite Euram programme which has involved over 100 expert engineers and researchers from all over Europe, in seven working groups.
Product Details
* Hardcover: 856 pages
* Publisher: Spon Press (June 18, 1998)
* Language: English
* ISBN-10: 0419215808
* ISBN-13: 978-0419215806
* Product Dimensions: 9.2 x 6.2 x 1.9 inches
===> File in HTML Format <===
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Posted by: iceman84 - 05-29-2010, 09:13 AM - Forum: Archive
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Does anybody have the following article:
'Evaluation of Damage Potential of Ground Motions During Great Earthquakes' by Y. Sunasaka, K. Toki and A. S. Kiremidjian.
Earthquake Spectra Volume 19, Issue 3, pp. 713-730 (August 2003)
Investigation of progressive collapse resistance and inelastic response for an
earthquake-resistant RC building subjected to column failure
by
Meng-Hao Tsai , Bing-Hui Lin
Engineering Structures
Volume 30, Issue 12, December 2008, Pages 3619-3628
if anybody can download a perfect pdf copy (with all figures and tables) please post it here
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CEB - Seismic Design of reinforces concrete structures for controlled inelastic response
Seismic Design of reinforces concrete structures for controlled inelastic response
By Comite Euro-International Du Beton
Publisher: Thomas Telford Ltd
Number Of Pages: 184
Publication Date: 1997-01-01
ISBN-10 / ASIN: 0727726412
ISBN-13 / EAN: 9780727726414
Product Description:
This detailed guide will enable the reader to understand the relative importance of the numerous parameters involved in seismic design and the relationships between them, as well as the motivations behind the choices adopted by the codes. For a structure to remain elastic under its design seismic action, typically associated with a 10 per cent exceedance probability in 50 years, it has to be designed for lateral forces with magnitude in the order of 50 per cent or more of its weight. Although technically feasible, designing a structure to respond elastically to its design seismic action is economically prohibitive. It is also completely unnecessary, as the earthquake is a dynamic action, representing for a structure a certain total energy input and a demand to tolerate a certain level of displacement and deformation, but not a demand to withstand specific forces.Therefore, seismic design codes allow the development of significant inelastic response under the design seismic action, provided that the magnitude of inelastic deformations does not endanger the integrity of the individual members and of the structure as a whole. The rapid development which has occurred in seismic codes has left a need to review the theoretical framework underlying the process of modern seismic design of reinforced concrete, if for no other reason than to make it more accessible and to explain its logic to those outside the small circle of experts. This design guide aims to satisfy this need in a pragmatic way. This book begins by outlining, comparing and contrasting the approaches taken by four regional codes (New Zealand, USA, Europe and Japan). Next follows a chapter on reliability-based system analysis which demonstrates that the problem of seismic design can be theoretically formulated in a comprehensive way which can provide results of practical value. The main part of the guide is devoted to practical issues relating to the measurement of seismic performance and case reports. The detailed discussions provided will enable the interested reader to understand the relative importance of the numerous parameters involved in seismic design and the relationships between them, as well as the motivations behind the choices adopted by the codes. The final chapter on the assessment of existing buildings covers a crucial topic for the future of earthquake engineering.
p/s: Specially for Ziggywas
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