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CEB Bulletin No. 235 Serviceability Models - Behaviour and Modelling in Serviceability Limit States including repeated and sustained loads - Progress Report
Edition: 1st Publish Date: 1997 ISBN: 978-2-88394-034-5 Published By: CEB-FIP Related Links:
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Could you please share the following guideline?
Title: Guidelines for Evaluating the Performance of Highway Sound Barriers
(ISBN-13) 978-0-7844-0199-6
(ISBN-10) 0-7844-0199-3
Published by: ASCE - American Society of Civil Engineers, Reston, VA
Published year: 1996
Abstract: Prepared by the Highway Innovative Technology Evaluation Center, a CERF Service Center.
This report presents the HITEC evaluation plan for U.S. Gypsum's Sight and Sound Screen. The Sight and Sound Screen is a post-and-panel wall system designed to act as a sight and sound barrier for highways and as a privacy system for residential and commercial property owners. The HITEC evaluation will measure the performance of the barrier against the criteria presented in this report, which reflect the needs of the highway community. Although this evaluation plan was tailored to one product, as a service to state and local transportation officials the report was expanded to provide guidelines that can be adapted for use with other types of sound wall systems.
(1) EN 1993‑1‑8 provides rules for structural design of joints subject to predominantly static loading using all steel grades from S235 up to and including S700, unless otherwise stated in individual clauses.
NOTE As an alternative to the design rules provided in Clause 9, the design rules given in CEN/TS 1993‑1‑8011 “Eurocode 3: Design of steel structures — Part 1-801: Hollow section joints design according to the component method” can be used.
(2) The provisions in this document apply to steels complying with the requirements given in EN 1993‑1‑1 and to material thickness greater than or equal to 3 mm, unless otherwise stated in individual clauses.
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Classification and other requirements are specified for numerous grades of flux cored and metal cored stainless steel electrodes and rods. New classifications include a duplex alloy and three high carbon classifications not previously classified. New classifications also include all of the metal cored electrodes that are currently in A5.9/A5.9M. In the next revision of A5.9/A5.9M these metal cored electrodes will be deleted from that specification.
Designations for the flux cored electrodes and rods indicate the chemical composition of the weld metal, the position of welding, and the external shielding gas required (for those classifications for which one is required). Designations for the metal cored electrodes indicate the chemical composition of the weld metal only.
The requirements include general requirements, testing, and packaging. Annex A provides general application guidelines for individual alloys and other useful information about welding electrodes. ANSI Approved. approx. 70 pages. ISBN: 978-0-87171-800-6
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This document presents a detailed discussion of the metallurgical characteristics and weldability of many grades of austenitic stainless steel used in piping and tubing. The delta ferrite content as expressed by ferrite number (FN) is explained, and its importance in minimizing hot cracking is discussed. Several figures and tables illustrate recommended joint designs and procedures. Annex A presents information on the welding of high-carbon stainless steel cast pipe and fittings.
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This specification covers thermal spray processes for original equipment manufacturers (OEMs) and the repair of machinery components.
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Hi
American Concrete Institute Releases ACI CODE-318-25, the New Standard for Structural Concrete
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The 10th edition includes updates to almost all sections of the specifications, with extensive revisions made to Section 5, Concrete Structures; Section 6, Steel Structures; and Section 3, Loads and Load Factors, which includes information on new risk-targeted design response spectra.
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What conditions suggest the application of internally cured concrete? What are the expected benefits of internal curing using prewetted fine lightweight aggregate?
Keywords:
autogenous volume change; curing; drying shrinkage; early age; fine aggregate; hydration; internal curing; lightweight aggregate; shrinkage; shrinkage cracking.
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