Seismic Retrofit of RC Frame Buildings with Masonry Infill Walls: Literature Review and Preliminary Case Study
Author: Mike Griffith | Size: 0.87 MB | Format:PDF | Publisher: European Communities | Year: 2008 | pages: 83
The purpose of the present study was to investigate possible seismic retrofit options for use in the seismic upgrade of a рeinforced concrete frame building with brick masonry infill walls. The building is typical of a Mediterranean European country (e.g., Greece, Italy, Portugal) and while designed according to the state-of-the-art over 40 years ago, it does not meet the present day seismic design requirements and contains a number of now “well-recognised” seismic design deficiencies and problems such as:
• inadequate beam-column joint details (discontinuous, inadequately anchored bottom beam steel and inadequate shear reinforcement);
• inadequate confinement of columns (stirrups with 90° bends and spacing of 10 bd to 12.5 bd);
• inadequate column splice joint details;
• weak-column strong-beam frame collapse mechanism; and
• brick masonry infill wall interaction with frame response.
The overall aim of this project was to identify the optimal combination of retrofit options that would enable the building to meet the present-day “life-safety” performance criteria for buildings subject to a design magnitude earthquake. As part of this study, a detailed review of the broader literature in the area of seismic rehabilitation was undertaken in conjunction with a preliminary assessment of the building’s seismic capacity. Based on these findings, a number of retrofit schemes will be investigated analytically in order to identify the most suitable course of action.
In the present paper, a summary of that literature review is given, followed by the results of the preliminary assessment of the seismic resistance of the building, and a description of several seismic retrofit scheme options for further detailed study. The effectiveness of the retrofit scheme eventually selected from among the options discussed here will be tested using full-scale pseudo-dynamic tests at the ELSA laboratory of the European Commission’s Joint Research Centre in Ispra, Italy. The results of these detailed analyses and tests will be reported in future publications.
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Cold Formed Steel in Residential Construction (ppt, read only)
Cold Formed Steel in Residential Construction (ppt, read only)
Prof. R. Schuster
Director
Canadian Cold Formed Steel Research Group
University of Waterloo, Waterloo, Ontario, Canada
-Steel, the Material
-Making of Steel
-The Environment
-Manufacturing of Formed Products
-Shapes and Profiles
-Structural Design Standards and Specifications
-Codes Approving Specifications
-Trade and Other Associations
28,7 MB
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"House Rating Schemes" provides information to students, architects and researchers in the field of the built environment. It reviews current House Rating Schemes (HRS) used in different countries and investigates how these schemes assess the thermal performance of a house. It challenges the way that these schemes assess building energy efficiency and their inability to evaluate free running buildings which do not need an energy load for heating and cooling indoor environments. Finally, the book proposes a new index and method for HRS in which the efficiency of a house design can be evaluated with reference to its thermal performance in both free running and conditioned operation modes. The book deals with various approaches and methods for rating buildings on the basis of different indexes, with implications for both energy efficiency and thermal comfort. It also guides readers through a computer simulation program for developing a rating system that evaluates and ranks building energy efficiency.
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Focusing on the design process of today's most noteworthy architects, Sketch Plan Build explores the reasoning, resources, and influences behind the projects of today's most recognized architects. This book is a primary tool for understanding the different traits and nuances each architect uses to express their own ideas. With international projects from world renowned architects such as Tadao Ando, Coop Himmellau, and Renzo Piano, and with detailed sketches, drawings, and photographs for each project, Sketch Plan Build is sure to provide a comprehensive compendium for all those interested in how an inspired idea makes the journey from projection to construction.
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Dear all,
Find all the Indian standard SP codes (Standard publication codes)
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This European Standard covers the design of devices that are provided in structures, with the aim of
modifying their response to the seismic action. It specifies functional requirements and general design rules
for the seismic situation, material characteristics, manufacturing and testing requirements, as well as
evaluation of conformity, installation and maintenance requirements. This European Standard covers the
types of devices and combinations thereof as defined in 3.4.
NOTE Additional information concerning the scope of this European Standard is given in Annex A.
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EN 2243-1:2005
Aerospace series - Non-metallic materials - Structural adhesives - Test method - Part 1: Single lap shear
The objective of this standard is to establish the test methods for defining the strength of suitable structural adhesives in metal to metal single lap shear, at ambient and other temperatures.
EN 2243-2:2005
Aerospace series - Non-metallic materials - Structural adhesives - Test method - Part 2: Peel metal-metal
This standard defines the general requirements for the determination of strength of structural adhesives by testing in peel metal to metal joints, at ambient or other temperatures.
This method is not suitable for adhesives having an average peeling strength of less than 30 N per 25 mm.
EN 2243-3:2005
Aerospace series - Non-metallic materials - Structural adhesives - Test method - Part 3: Peeling test metal-honeycomb core
This standard defines the general requirements for the determination of strength of structural adhesives by testing in peel metal to honeycomb core joints, at ambient or other temperatures.
EN 2243-4:2005
Aerospace series - Non-metallic materials - Structural adhesives - Test method - Part 4: Metal-honeycomb core flatwise tensile test
This standard defines the general requirements for the determination of strength of structural adhesives by testing in tension metal to honeycomb core joints, at ambient or other temperatures.
Two types of test pieces are defined:
Type A: direct bonding of honeycomb to facing blocks;
Type B: bonding of honeycomb between the two facing sheets, then bonding of the whole to the facing blocks.
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This European Standard describes test methods for metal chimney products.
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