This guide provides recommendations on design provisions for the use of ASTM A1035/ASTM A1035M Type CS Grade 100 (690) deformed steel bars for reinforced concrete members. The recommendations address only those requirements of ACI 318-14 that limit efficient use of such steel bars. Other code requirements are not affected. Any other ACI 318 versions will be explicitly specified.
Although there are limiting ACI 318 requirements, ACI 318-14 Section 1.10 would allow the use of high-strength reinforcement. “Sponsors...shall have the right to present the data on which their design is based to the building official or to a board of examiners appointed by the building official.”
The International Building Code (IBC 2012) would allow the same under Section 104.11, “Alternative materials, design and methods of construction and equipment”. To approve an alternative material under this section, a building department would typically require an ICC Evaluation Service (ICC-ES) Evaluation Report, which would be based on an ICC-ES Acceptance Criteria (AC) document. An AC document (ICC-ES AC429) and an Evaluation Report (ICC-ES ESR-2107) exist, permitting the use of ASTM A1035/A1035M Grade 100 reinforcement.
This guide includes a discussion of the material characteristics of Grade 100 (690) ASTM A1035/A1035M (CS) deformed steel bars and recommends design criteria for beams, columns, slab, systems, walls, and footings for Seismic Design Category (SDC) A, B, or C, and for structural components not designated as part of the seismic-force-resisting system for SDC D, E, or F.
A structure assigned to SDC A, B, or C is required to be designed for all applicable gravity and environmental loads. In the case of SDC A structures, seismic forces are notional structural integrity forces. This guide addresses all design required for SDC A, B, and C structures.
Because the modulus of elasticity for ASTM A1035/A1035M (CS) is similar to that of carbon steel (ASTM A615/A615M) using higher specified minimum yield strength fy may result in higher steel stress at service load condition and potentially cause wider cracks and larger deflections, which may be objectionable if aesthetics and water-tightness are critical design requirements. Higher deflection can also contribute to serviceability issues. Also, with higher fy, the required development length will be longer.
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Fiber-reinforced polymer (FRP) materials have emerged as an alternative for producing reinforcing bars for concrete structures. Fiber-reinforced polymer reinforcing bars offer advantages over steel reinforcement because they are noncorrosive. Some FRP bars are nonconductive as well. Due to other differences in the physical and mechanical behavior of FRP materials versus steel, unique guidance on the engineering and construction of concrete structures reinforced with FRP bars is necessary. Other countries and regions, such as Japan, Canada, and Europe have established design and construction guidelines specifically for the use of FRP bars as concrete reinforcement. This guide offers general information on the history and use of FRP reinforcement, a description of the unique material properties of FRP, and guidelines for the design and construction of structural concrete members reinforced with FRP bars. This guide is based on the knowledge gained from worldwide experimental research, analytical work, and field applications of FRP reinforcement.
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This guide presents analysis methods, design procedures, slab reinforcement and detailing practices, and strength and serviceability considerations, as well as information for the resistance to lateral forces for slab-column frames. It also covers the design for flexure and shear and torsion, as well as the effect of openings. Both two-way nonprestressed slabs and post-tensioned slabs are included.
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Abstract: Perform3D is a structural-engineering software useful for the performance assessment of structural systems. State-of-the-art constitutive-modeling capabilities enable characterization of material nonlinearity, including strength and stiffness degradation during component-level hysteresis. Analysis capabilities also extend to geometric nonlinearity and effects associated with P-Delta behavior. Advanced modeling tools enable a sophisticated simulation of structural behavior. Components may be grouped according to type, location, and limit state before evaluation proceeds in terms of strength or deformation-based demand-capacity ratio. The dynamic display of D-C usage is available through color-coordinated time-history animations.
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med limited to 50 downloads. maybe someone can upload/provide mirror to unlimited online storage.
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Computer Analysis and Design of Earthquake Resistant Structures: A Handbook
Author(s)/Editor(s): D. E. Beskos (editor), S. A. Anagnostopoulos (editor) | Size: 15 MB| Format:PDF| Quality:Scanner| Publisher: WIT Press| Year: 1996 | ISBN: 1853123749
This handbook represents an edited collection of 18 chapters on the analysis and design of earthquake-resistant structures by numerical methods, especially software-based methods. Written by well known specialists in the field, they include tutorial as well as state-of-the-art material. The book thus may also be used as a reference source for additional information.
The Handbook is unique in its kind as it combines in a single volume self-contained chapters on a great variety of structures not found elsewhere in one book, with a wealth of background material covering the required related subjects. No other book on earthquake engineering, old or recent, combines tutorial and state-of-the-art material of this subject from the modern viewpoint of computerized methodologies.
More specifically, the book covers numerical methods in earthquake engineering, stochastic analysis methods, engineering seismology, strong ground motion and site effects, seismic hazard analysis and modeling, buildings, reinforced concrete structures, steel structures, masonry structures, bridges, dams, storage tanks and silos, offshore structures, underground and lifeline structures, seismic isolation and control, and repair and strengthening.
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This standard establishes minimum criteria for safe work practices and training for personnel performing work on communication structures including antenna and antenna supporting structures, broad-cast and other similar structures supporting communication related equipment.
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A detailed view on the effects of seismic activity on tank structures
As the use of above-ground and underground storage tanks (ASTs and USTs) continues to grow―with approximately 545,000 in the USA alone―the greatest threat to ASTs and USTs is earthquakes, causing the contamination of groundwater, a vital source of drinking water throughout the world. These tanks suffer a great deal of strain during an earthquake, as a complicated pattern of stress affects them, such that poorly designed tanks have leaked, buckled, or even collapsed during seismic events. Furthermore, in oil and gas industrial plants, the risk of damage is even more critical due to the effects of explosion, collapse, and air or soil contamination by chemical fluid spillages.
Seismic Design and Analysis of Tanks provides the first in-depth discussion of the principles and applications of shell structure design and earthquake engineering analyses focused on tank structures, and it explains how these methodologies can help prevent the destruction of ASTs and USTs during earthquakes. Providing a thorough examination of the design, analysis, and performance of steel, reinforced concrete, and precast tanks, this book takes a look at tanks that are above-ground, underground, or elevated, anchored and unanchored, and rigid or flexible, and evaluates the efficacy of each method during times of seismic shaking―and it does so without getting bogged down in impenetrable mathematics and theory.
Seismic Design and Analysis of Tanks readers will also find:
A global approach to the best analytical and practical solutions available in each region:
discussion of the latest US codes and standards from the American Society of Civil Engineers (ACSE 7), the American Concrete Institute (ACI 350,3, 371.R), the American Water Works Association (AWWA D100, D110, D115), and the American Petroleum Institute (API 650)
an overview of the European codes and standards, including Eurocode 8-4 and CEN-EN 14015
Hundreds of step-by-step equations, accompanied by illustrations
Photographs illustrating real-world damage to tanks caused by seismic events
Perfect for practising structural engineers, geotechnical engineers, civil engineers, and engineers of all kinds who are responsible for the design, analysis, and performance of tanks and their foundations―as well as students studying engineering―Seismic Design and Analysis of Tanks is a landmark text, the first work of its kind to deal with the seismic engineering performance of all types of storage tanks.
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What is BS 8102 – Code of practice for below ground structures about?
BS 8102 focuses on below ground structures. BS 8102 provides best industrial guidance for design of below ground structures to prevent contamination.
BS 8102 gives recommendations and provides guidance on methods of dealing with and preventing the entry of water from external sources into structures that are partly or wholly below ground.
It covers the use of:
Waterproofing barrier materials applied to the structure
Structurally integral watertight construction
Drained cavity construction
Who is BS 8102 - Code of practice for below ground structures for?
BS 8102 on windscreen repair is useful for:
Manufacturers of waterproofing and drainage systems
Design engineers
Architects
Product specifiers
Geotechnical engineers and site investigators
Contractors
Site engineers
Building control – local authority and private
Why should you use BS 8102 - Code of practice for below ground structures?
Strategies for dealing with all external sources of groundwater, surface/flood water, soil gases and contaminants should be determined from the very earliest stages of the planning and design processes for any project involving below ground structures.
BS 8102 provides guidance on the drainage outside the structure and recognizes the risk of water entering a structure through openings. BS 8102 covers structural design, overall weatherproofing design, waterproofing design and construction processes sequencing, and buildability of the structure BS 8102 provides methods for evaluation of groundwater conditions and consideration of harmful ground gases, risk assessment and how to manage these risks in below ground structures. This will ensure development of a robust design for protecting a structure from entry of water from external sources.
BS 8102 contributes to UN Sustainable Development Goal 9 on industry, innovation and infrastructure and Goal 11 on sustainable cities and communities.
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The 2015 Aluminum Design Manual is essential for all professionals who work with aluminum in structural applications, this comprehensive, up-to-date resource includes: Specification for Aluminum Structures: (US units) The 2015 Specification for Aluminum Structures is the first unified allowable strength design and load and resistance factor design aluminum Specification. It provides rules for determining the strength of aluminum structural components and minimum strengths for wrought, cast, and welded aluminum alloys and aluminum fasteners; Commentary: (US units) discusses the provisions in the Specification for Aluminum Structures and provides references; Design Guide: ( US units) addresses structural design issues not included in the Specification for Aluminum Structures, including diaphragms, adhesive bonded joints, aluminum composite material, extrusion design, corrosion prevention, fire protection, sustainability, and design references for aluminum structural components in automobiles, bridges, rail cars, ships, pressure vessels, pipe, and storage tanks; Material Properties: (US and SI units) includes alloy and temper designation systems for wrought and cast aluminum alloys; comparative characteristics of wrought alloys; foreign alloy designations correlated with US alloy designations; and typical mechanical and physical properties, including thermal expansion, electrical conductivity, and density ; Section Properties: (US units) lists dimensions and section properties for aluminum channels, I-beams, angles, tees, zees, square and rectangular tube, round tube, pipe, and roofing and siding, as well as sheet metal and wire gauges; Design Aids: (US units) provides buckling constants, allowable stress tables for various alloys, allowable load tables for channels and I-beams in bending, tread plate, roofing and siding; fastener strengths, minimum bend radii for aluminum sheet and plate, wire, and rod, design stresses for groove and fillet welds, and beam formulas;
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This Specification describes bonding fresh concrete, hardened concrete, steel, and other materials as covered in Section 2.3 to hardened concrete with a multi-component epoxy adhesive as defined for this purpose in ASTM C881/C881M. Included are controls for adhesive labeling; storage; handling; surface evaluation and preparation; mixing and application; and inspection, safety, quality control, and testing.
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