Dear friends!
Greetings! Please help me to get these two papers.
Thank you
PAPER:-Statistical Analysis of RC Beam-Column Interaction
AUTHOR:-Bruce R. Ellingwood
JOURNAL:-Journal of the Structural Division
VOLUME:-103
YEAR:-1977
PAPER:-Reliability Assessment of RC Column under Stochastic Stress
AUTHOR:-Claudio Floris and Alberto Mazzucchelli
JOURNAL:-Journal of Structural Engineering
YEAR:-1991
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Hello,
I`m searching for EN standards: EN 13286-40, Unbound and hydraulically bound mixtures: Test method for the determination of the direct tensile strength of hydraulically bound mixtures, and some EN standard for determination of freeze/thaw resistance of hydraulically bound mixtures or concrete.
Hi guys,
I would like to share the direct links related to original publications of the well-known hysteresis rule, so-called Modified-TAKEDA. This hysteresis rule is mostly used to accommodate the Bauschinger's effect of RC member performance due to cyclic load reversals. The following publication could be very useful for those who want to study further or programming the algorithm inside the black-box of Modified-Takeda hysteresis rule. Unfortunately, I could not find the original article of Takeda rule that published in "Journal of the Structural Division, ASCE, Vol. 96, No. ST12, December 1970, pp. 2557-73".
Modified-Takeda hysteresis rule by Otani (1974)
- a bilinear and degrading stiffness model
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Modified-Takeda hysteresis rule by Saiidi & Sozen (1979)
- a trilinear (accommodating crack state) and degrading stiffness model
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Modified-Takeda hysteresis rule by Kabeyasawa et al. (1983)
- a trilinear (accommodating crack state) and degrading stiffness model with pinching
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I would like to share the articles that explained the problem in using viscous damping in structural modelling, particularly in nonlinear time history analysis. It is included some solutions to avoid it, e.g. article of Zareian & Medina (2011).
These all are very useful articles and a must to have!!
Cheers.
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[THESIS] DESIGN COMPARISON OF R.C.C. & COMPOSITE STRUCTURES
Author: R. L. CHAUHAN , et. al. | Size: 9.56 MB | Format:PDF | Year: 2008-2009 | pages: 137
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Posted by: bordo - 07-20-2011, 06:33 PM - Forum: Archive
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Hi all,
Looking for
FIDIC Design-Build and Turnkey 1st Ed (1995 Orange Book)
ISBN: 2-88432-010-5
First edition; 1995
Part I: General Conditions
Part II: Guidance for the Preparation of the Particular Conditions
Part III: Forms of Tender, and Agreement
Part IV: Model Terms of an Appointment for a Dispute Adjudication Board
Posted by: bordo - 07-20-2011, 06:28 PM - Forum: Archive
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[REQUEST] OFFICE BUILDINGS: STANDARD METHODS OF MEASUREMENT (ANSI/BOMA Z65.1 – 2010)
BOMA International > Standards > Office Buildings: Standard Methods of Measurement (ANSI/BOMA Z65.1 – 2010)
BOMA SETS THE STANDARD IN MEASURING BUILDINGS
In 1915, BOMA International published the first Standard Method of Floor Measurement for Office Buildings. It has been accepted and approved by the American National Standards Institute. Throughout the years, the standard has been revised to reflect the changing needs of the real estate market and the evolution of office building design.
BOMA International is pleased to introduce the latest version of the office standard.This version signifies a major revision, including a new name Office Buildings: Standard Methods of Measurement (ANSI/BOMA Z65.1 – 2010). The objective of the office standard is to provide a uniform basis for measuring rentable area in both exiting and new office buildings by taking a building-wide approach to floor area measurement. It provides a methodology for measuring both occupant space as well as the space that benefits all occupants.
The objective of this study is to investigate the buckling behavior of cold formed steel lipped channel columns. Specific objective of study is to check effectiveness of current Indian standard prequalified section database.
Literature study exposes a lack of understanding of this subject. Computational modeling using finite strip method has been carried out along with experimental verification. The finite strip models were used to generate additional database required for parametric study on buckling behavior of cold-formed steel lipped channel sections. Results of parametric study were used to understand various buckling modes.
At the end of the study, some limits to geometric parameter are suggested in order to delay local and distortional buckling of cold-formed steel lipped channel in compression.
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