BS EN ISO 10426-6:2008 Petroleum and natural gas industries. Cements and materials for well cementing. Methods for determining the static gel strength of cement formulations (ISO 10426-6:2008)
Petroleum technology, Natural gas, Petroleum extraction, Natural gas extraction, Oilwell cement, Cements, Wells, Slurries, Gels, Strength of materials, Pressure measurement (fluids), Test equipment, Testing conditions
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BS EN ISO 10426-5:2005 Petroleum and natural gas industries. Cements and materials for well cementing. Determination of shrinkage and expansion of well cement formulations at atmospheric pressure
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BS EN ISO 10426-4:2004 Petroleum and natural gas industries. Cements and materials for well cementing. Preparation and testing of foamed cement slurries at atmospheric pressure
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Structures, Steels, Structural steels, Aluminium, Structural systems, Structural members, Cold-working, Sheet materials, Strips, Composite construction, Conformity, Type testing, Quality control, Inspection, Structural design, Mathematical calculations, Performance, Strength of materials, Production
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Blast Protection of Buildings provides minimum requirements for planning, design, construction, and assessment of new and existing buildings subject to the effects of accidental or malicious explosions. The Standard includes principles for establishing appropriate threat parameters, levels of protection, loadings, analysis methodologies, materials, detailing, and test procedures. It provides a comprehensive presentation of current practice in the analysis and design of structures for blast resistance. Commentaries on the requirements are also included. The Standard supplements existing building codes, standards, and laws, but is not intended to replace them.
Blast Protection of Buildings provides minimum requirements for planning, design, construction, and assessment of new and existing buildings subject to the effects of accidental or malicious explosions. The Standard includes principles for establishing appropriate threat parameters, levels of protection, loadings, analysis methodologies, materials, detailing, and test procedures. It provides a comprehensive presentation of current practice in the analysis and design of structures for blast resistance. Commentaries on the requirements are also included. The Standard supplements existing building codes, standards, and laws, but is not intended to replace them.
Request for CSI Italia to Host SAP2000 Seminar in Genoa, Italy - February 24
Size: xxx MB
Date: February 24, 2012
Location: City of Genoa, Piazza della Vittoria 11/10
Seminar Title:
Advanced structural modeling and design techniques for new and existing buildings, with the aid of computer programs SAP2000 and 3DMacro and in accordance with Italian 2008 NTC
Sponsored by:
Ordini degli Ingegneri della Provincia di Genova
(Genoa County Engineering Association)
Speakers:
Ing. Leonardo Bandini (CSi Italia, Pordenone)
Ing. Bartolomeo Pantò (Gruppo Sismica, Catania)
Ing. Francesco Cannizzaro (Guppo Sismica, Catania)
Seminar Topics:
Seismic modeling of masonry buildings (F. Cannizzaro)
Modeling and seismic evaluation of concrete buildings (L. Bandini)
Advanced techniques for seismic enhancement of concrete buildings (L. Bandini)
Sample case: structural rehabilitation of an existing masonry building - modeling with 3DMacro (B. Pantò)
Sample case: seismic isolation and energy dissipation (L. Bandini)
CSi SAFE 12 Webinar 2009 is the only webinar posted in Forum
Any Help will be really appriciated for this Seminar or other Seminars( Webinars ) about the CSi Softwares .
Thanks in Advanced
Rezart
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[ACI] Earthquake Simulation Testing of Small-Scale Reinforced Concrete Structures
Author: V. Caccese and H. G. Harris | Size: 1.62 MB | Format:PDF | Quality:Original preprint | Publisher: American Concrete Institute | Year: January 1, 1990 | pages: 9
Modeling techniques used in an experimental study of frame-wall interaction in multistory buildings subjected to strong earthquake motions are described. Considerations involved with the selection of materials, structural configuration, amounts of mass, and frequency contents and intensities of base motions are discussed with respect to limitations of small-scale modeling of reinforced concrete structures behaving in the nonlinear range of response. Samples of response observations are presented to demonstrate the applicability of using small-scale models for earthquake-engineering research.
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[ACI] [SP73-04] Behaviour of Small Scale Reinforced Concrete Model Structure
Author: Daniel P. Abrams | Size: 1.17 MB | Format:PDF | Quality:Original preprint | Publisher: American Concrete Institute | Year: March 1, 1982 | pages: 18
Modeling techniques used in an experimental study of frame-wall interaction in multistory buildings subjected to strong earthquake motions are described. Considerations involved with the selection of materials, structural configuration, amounts of mass, and frequency contents and intensities of base motions are discussed with respect to limitations of small-scale modeling of reinforced concrete structures behaving in the nonlinear range of response. Samples of response observations are presented to demonstrate the applicability of using small-scale models for earthquake-engineering research.
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