SIDRA MEDICAL & RESEARCH CENTER (SMRC) - Is an ongoing project in Qatar.
It consists of different buildings for different services.
It mainly holds buildings namely - Hospital Building, Clinic Building and Central Services Building.
There are non-medical buildings like Underground Car Park, Underground water tank, Multi - Level Staff Park, Pedestrian Bridge, Tunnel etc...
The other misc structural items consists of Leaf canopies in front of Hospital Building, Connectors, Canopy for Clinic Buildings.
Main Architect - Pelli Clark Pelli.
Design Architect - Ellerb Becket.
Structural Designer - GES.
Location - Qatar.
The contents of this document is related to the Design of Leaf Canopy Of Hospital Building-
Contents -
1. DESIGN BASICS
2. LOAD CALCULATIONS
DESIGN WIND ANALYSIS DATA on ROOF
DESIGN WIND ANALYSIS DATA on WALLS
3. SAP INPUT
SAP Model - Node Numbers
SAP Model - Member Numbers
4. OUTPUT
Support Reactions
5. MEMBER DESIGN
Manual Design
6. BASE PLATES DESIGN
7. STRUCTURAL SKETCHES
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Concrete in underground works
Concrete society technical paper No.105
Series/doc. No
Technical Paper 105
Year
1983
Abstract
Looks at the main aspects of underground construction with concrete; the types of structure which can be found in such an environment; general design principles; and concrete mix design requirements.
ISBN
9780721012841
Subject(s)
Civil engineering and public utilities
Mineral extraction facilities
Materials
In situ concrete/cement
Supplement
Civil & Structural. To subscribe to The Construction Information Service please telephone Customer Care on +44 1344 328300
Keyword(s)
sprayed concrete ; concrete association ; steel reinforcement ; in situ concrete ; steel beams ; floor slab ; underground construction ; temporary support ; ready mixed concrete ; shaft wall ; concrete pipe
Publisher
Concrete Society
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Analysis of Rectangular Slabs using Yield Line Theory
Mechanics and Design of Concrete Structures -
To investigate the ultimate load of a rectangular slab supported by four fixed edges.
By: Prof. Oral Buyukozturk
Massachusetts Institute of Technology
PDF File. 6 Pages
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EN 771 Standard series Specification for masonry units
EN 771-1 Specification for masonry units - Part 1: Clay masonry units
This EN specifies the characteristics and performance requirements for masonry units manufactured from clay for use in masonry construction (e.g. facing and rendered masonry, loadbearing or non-loadbearing masonry structures, including internal linings and partitions, for building and civil engineering). This EN is intended to apply to all fired-clay masonry units used in masonry construction, including those of an overall non-rectangular parallelepiped shape.
EN 771-2+AC Specification for masonry units - Part 2: Calcium silicate masonry units
This EN specifies the characteristics and performance requirements of calcium silicate masonry units for which the main intended uses are inner walls, outer walls, cellars, foundations and chimneys, including those of an overall non-rectangular parallelepiped shape, specially shaped and accessory units.
EN 771-3 Specification for masonry units - Part 3: Aggregate concrete masonry units (Dense and light-weight aggregates)
This EN specifies the characteristics and performance requirements for the physical and mechanical properties of aggregate concrete masonry units made from dense aggregate, lightweight aggregate or a combination of both. Units conforming to this Part of this EN are used exposed or non-exposed in common or facing masonry in building or civil engineering works.
EN 771-4 Specification for masonry units - Part 4: Autoclaved aerated concrete masonry units
This EN specifies the characteristics and performance requirements of autoclaved aerated concrete (AAC) masonry units for which the main intended uses are different types of loadbearing and non-loadbearing applications in all forms of walling including single leaf, cavity, partitions, retaining, basement and general use below ground level, including walling for fire protection, thermal insulation, sound insulation and chimneys.
EN 771-5 Specification for masonry units - Part 5: Manufactured stone masonry units
This EN specifies the characteristics and performance requirements of Manufactured Stone Masonry Units for which the main intended uses are facing or exposed masonry in loadbearing or non-loadbearing building and civil engineering applications. The units are suitable for all forms of coursed or random masonry walling, including single leaf, cavity, partition, retaining and the external masonry to chimneys and they can provide fire protection, thermal insulation, sound insulation and sound absorption.
EN 771-6 Specification for masonry units - Part 6: Natural stone masonry units
This European Standard specifies the characteristics and performance requirements of masonry units manufactured from natural stone the width of which is equal to or greater than 80 mm, for which the main intended uses are common, facing or exposed masonry units in load bearing or non-load bearing building and civil engineering applications These units are suitable for all forms of coursed or random masonry walling, including single leaf, cavity, partition, retaining and the external masonry to chimneys. They can provide fire protection, thermal insulation, sound insulation and sound absorption.
This European Standard includes natural stone masonry units of an overall non-rectangular parallelipiped shape, specially shaped and accessory units for internal and external application.
It defines the performance related to e.g. strength, petrographic description, density, porosity, dimensional accuracy, thermal conductivity, water absorption, and frost resistance and provides for the evaluation of conformity of the product to this European Standard. The marking requirements for products covered by this European Standard are also included.
This European Standard does not cover storey height panels, natural stone for paving, chimney flue linings nor units intended for use as damp proof course.
:JC_cheers:
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David Moratal, "Finite Element Analysis"
Publisher: Sciyo | 2010 | ISBN 9789533071237 | PDF | 684 pages | 73.6 MB
Finite element analysis is an engineering method for the numerical analysis of complex structures. This book provides a bird's eye view on this very broad matter through 27 original and innovative research studies exhibiting various investigation directions. Through its chapters the reader will have access to works related to Biomedical Engineering, Materials Engineering, Process Analysis and Civil Engineering. The text is addressed not only to researchers, but also to professional engineers, engineering lecturers and students seeking to gain a better understanding of where Finite Element Analysis stands today.
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Retrofitting of building structures, including maintenance, rehabilitation and strengthening is not only an important issue in urban construction and management, but also a frequent problem to structural engineers in property management disciplines. This book is based on the work of the authors who have carried out various structural retrofitting practices, followed the basic principles of structural analysis and design, and innovatively used various structural codes for design, assessment and retrofitting of building structures using newly developed technologies worldwide.
This book may be used by the professionals who understand the structural design concept and have basic knowledge of structural materials, structural mechanics and construction technology. This book may also be used as reference material for the teachers and students in civil engineering institutes.
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ISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standards is normally carried out through ISO technical committees. Each member body interested in a subject for which a technical committee has been established has the right to be represented on that committee. International organizations, governmental and
non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely with the International Electrotechnical Commission (IEC) on all matters of electrotechnical standardization. International Standards are drafted in accordance with the rules given in the ISO/IEC Directives, Part 2. The main task of technical committees is to prepare International Standards. Draft International Standards adopted by the technical committees are circulated to the member bodies for voting. Publication as an International Standard requires approval by at least 75 % of the member bodies casting a vote. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. ISO shall not be held responsible for identifying any or all such patent rights.
ISO 1099 was prepared by Technical Committee ISO/TC 164, Mechanical testing of metals, Subcommittee SC 5, Fatigue testing. This second edition cancels and replaces the first edition (ISO 1099:1975), which has been technically revised.
:JC_cheers:
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Design of Riprap Revetment, FHWA-IP-89-016
Design of Riprap Revetment SI, FHWA-IF-00-022-1
2 files PDF|RAR 12.69 MB
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Thickness Design for Concrete Highway and Street Pavements Canadian Edition
This bulletin deals with methods of determining slab thicknesses adequate to carry traffic loads on concrete streets, roads, and highways. The design purpose is the same as for other engineered structures-to find the minimum thickness that will result in the lowest annual cost as shown by both first cost and maintenance costs. If the thickness is greater tl~an needed, the pavement will give good service with low maintenance costs, but first cost will be high. If the thickness is not adequate, premature and costly maintenance and interruptions in traffic will more than offset the lower first cost. Sound engineering requires thickness designs that properly balance first costs and maintenance costs. While this bulletin is confined to the topic of thickness design, other design aspects are equally important to ensure the performance and long life of concrete pavements. These il~clude- Provision for reasonably uniform subgrade support. (See Reference 1 for additional detail.) Prevention of mud-pumping or faulting with a relatively thin untreated or cement-treated subbase on projects where the expected truck traffic will be great enough to cause pumping. (The need for and equirements of subbase are described in References 1, 2, and 3.) Use of a joint design that will afford adequate load transfer, control cracking, and prevent joint distress due to infiltration. ("5) Use of a concrete mix design and aggregates that will provide quality concrete wit11 the strength and durability needed for long life under the actual exposure
conditions. (6) The thickness design criteria suggested are based on general pavement performance experience. If regional or local specific performance experience becomes available for more favorable or adverse conditions, the design criteria can be appropriately modified. This could be the case for particular climate, soil, or drainage conditions and
future design innovations.
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