- Minimum reinforcement ratios and requirements for reducing ratios based on shear load are outlined. Wall thickness requirements vary from 8 inches minimum to 16 inches minimum depending on wall type.
- Slender and squat wall behavior is described in relation to their height-to-length aspect ratios. Ductile behavior is preferred to avoid shear failure.
- Design of the critical section and boundary element is discussed, including requirements for reinforcement and extending the boundary element.
- An iterative process is described for selecting reinforcement within the boundary element length to satisfy strength requirements.
Pushover is a static-nonlinear analysis method where a structure is subjected to gravity loading and a monotonic displacement-controlled lateral load pattern which continuously increases through elastic and inelastic behavior until an ultimate condition is reached. Lateral load may represent the range of base shear induced by earthquake loading, and its configuration may be proportional to the distribution of mass along building height, mode shapes, or another practical means.
The static pushover analysis is becoming a popular tool for seismic performance evaluation of existing and new structures. The expectation is that the pushover analysis will provide adequate information on seismic demands imposed by the design ground motion on the structural system and its components. The purpose of the paper is to summarize the basic concepts on which the pushover analysis can be based, assess the accuracy of pushover predictions, identify conditions under which the pushover will provide adequate information and, perhaps more importantly, identify cases in which the pushover predictions will be inadequate or even misleading.
Modeling and Design of Bridge Super Structure and Sub StructureAIT Solutions
Workshop under the Capacity Building Programme of the Southern Road Connectivity Project / Expressway Connectivity Improvement Plan Project, March 2016
Pushover is a static-nonlinear analysis method where a structure is subjected to gravity loading and a monotonic displacement-controlled lateral load pattern which continuously increases through elastic and inelastic behavior until an ultimate condition is reached. Lateral load may represent the range of base shear induced by earthquake loading, and its configuration may be proportional to the distribution of mass along building height, mode shapes, or another practical means.
The static pushover analysis is becoming a popular tool for seismic performance evaluation of existing and new structures. The expectation is that the pushover analysis will provide adequate information on seismic demands imposed by the design ground motion on the structural system and its components. The purpose of the paper is to summarize the basic concepts on which the pushover analysis can be based, assess the accuracy of pushover predictions, identify conditions under which the pushover will provide adequate information and, perhaps more importantly, identify cases in which the pushover predictions will be inadequate or even misleading.
Modeling and Design of Bridge Super Structure and Sub StructureAIT Solutions
Workshop under the Capacity Building Programme of the Southern Road Connectivity Project / Expressway Connectivity Improvement Plan Project, March 2016
The Pushover Analysis from basics - Rahul LeslieRahul Leslie
Pushover analysis has been in the academic-research arena for quite long. The papers published in this field usually deals mostly with proposed improvements to the approach, expecting the reader to know the basics of the topic... while the common structural design practitioner, not knowing the basics, is left out from participating in those discussions. Here I’m making an effort to bridge that gap by explaining the Pushover analysis, from basics, in its simplicity.
A write up on this topic can be found at http://rahulleslie.blogspot.in/p/blog-page.html, though does not cover the full spectrum presented in this slide show.
The lecture is in support of:
(1) The Design of Building Structures (Vol.1, Vol. 2), rev. ed., PDF eBook by Wolfgang Schueller, 2016
(2) Building Support Structures, Analysis and Design with SAP2000 Software, 2nd ed., eBook by Wolfgang Schueller,
The SAP2000V15 Examples and Problems SDB files are available on the Computers & Structures, Inc. (CSI) website: http://www.csiamerica.com/go/schueller
This publication provides a concise compilation of selected rules in the Eurocode 8, together with relevant Cyprus National Annex, that relate to the design of common forms of concrete building structure in the South Europe. Rules from EN 1998-1-1 for global analysis, regularity criteria, type of analysis and verification checks are presented. Detail design rules for concrete beam, column and shear wall, from EN 1998-1-1 and EN1992-1-1 are presented. This guide covers the design of orthodox members in concrete frames. It does not cover design rules for steel frames. Certain practical limitations are given to the scope.
This document presents an example of analysis design of slab using ETABS. This example examines a simple single story building, which is regular in plan and elevation. It is examining and compares the calculated ultimate moment from ETABS with hand calculation. Moment coefficients were used to calculate the ultimate moment. However it is good practice that such hand analysis methods are used to verify the output of more sophisticated methods.
Also, this document contains simple procedure (step-by-step) of how to design solid slab according to Eurocode 2. The process of designing elements will not be revolutionised as a result of using Eurocode 2.
Reinforced concrete special moment frames • are used as part of seismic force-resisting systems in buildings that are designed to resist earthquakes. • Beams, columns, and beam-column joints in moment frames are prop... more abstract
The Pushover Analysis from basics - Rahul LeslieRahul Leslie
Pushover analysis has been in the academic-research arena for quite long. The papers published in this field usually deals mostly with proposed improvements to the approach, expecting the reader to know the basics of the topic... while the common structural design practitioner, not knowing the basics, is left out from participating in those discussions. Here I’m making an effort to bridge that gap by explaining the Pushover analysis, from basics, in its simplicity.
A write up on this topic can be found at http://rahulleslie.blogspot.in/p/blog-page.html, though does not cover the full spectrum presented in this slide show.
The lecture is in support of:
(1) The Design of Building Structures (Vol.1, Vol. 2), rev. ed., PDF eBook by Wolfgang Schueller, 2016
(2) Building Support Structures, Analysis and Design with SAP2000 Software, 2nd ed., eBook by Wolfgang Schueller,
The SAP2000V15 Examples and Problems SDB files are available on the Computers & Structures, Inc. (CSI) website: http://www.csiamerica.com/go/schueller
This publication provides a concise compilation of selected rules in the Eurocode 8, together with relevant Cyprus National Annex, that relate to the design of common forms of concrete building structure in the South Europe. Rules from EN 1998-1-1 for global analysis, regularity criteria, type of analysis and verification checks are presented. Detail design rules for concrete beam, column and shear wall, from EN 1998-1-1 and EN1992-1-1 are presented. This guide covers the design of orthodox members in concrete frames. It does not cover design rules for steel frames. Certain practical limitations are given to the scope.
This document presents an example of analysis design of slab using ETABS. This example examines a simple single story building, which is regular in plan and elevation. It is examining and compares the calculated ultimate moment from ETABS with hand calculation. Moment coefficients were used to calculate the ultimate moment. However it is good practice that such hand analysis methods are used to verify the output of more sophisticated methods.
Also, this document contains simple procedure (step-by-step) of how to design solid slab according to Eurocode 2. The process of designing elements will not be revolutionised as a result of using Eurocode 2.
Reinforced concrete special moment frames • are used as part of seismic force-resisting systems in buildings that are designed to resist earthquakes. • Beams, columns, and beam-column joints in moment frames are prop... more abstract
Design details of Steel concrete composite flooring using profiled deck sheets and lightweight concrete; their bending and shear strengths and their serviceability criteria are given in this slide
Characteristic Cube Strength,Universal Testing Machine,Tensile Strength of concrete,Cylindrical Strength of concrete,Ponding of concrete,HYSD and Mild Steel bars, Effective cover in concrete,Stress-Strain block for RCC Section,Moment of Resistance for RCC Section,Shear Resistance of RCC Section,Bearing Strength of concrete,Bond Length and Bond Strength
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
CFD Simulation of By-pass Flow in a HRSG module by R&R Consult.pptxR&R Consult
CFD analysis is incredibly effective at solving mysteries and improving the performance of complex systems!
Here's a great example: At a large natural gas-fired power plant, where they use waste heat to generate steam and energy, they were puzzled that their boiler wasn't producing as much steam as expected.
R&R and Tetra Engineering Group Inc. were asked to solve the issue with reduced steam production.
An inspection had shown that a significant amount of hot flue gas was bypassing the boiler tubes, where the heat was supposed to be transferred.
R&R Consult conducted a CFD analysis, which revealed that 6.3% of the flue gas was bypassing the boiler tubes without transferring heat. The analysis also showed that the flue gas was instead being directed along the sides of the boiler and between the modules that were supposed to capture the heat. This was the cause of the reduced performance.
Based on our results, Tetra Engineering installed covering plates to reduce the bypass flow. This improved the boiler's performance and increased electricity production.
It is always satisfying when we can help solve complex challenges like this. Do your systems also need a check-up or optimization? Give us a call!
Work done in cooperation with James Malloy and David Moelling from Tetra Engineering.
More examples of our work https://www.r-r-consult.dk/en/cases-en/
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
About
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
Technical Specifications
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
Key Features
Indigenized remote control interface card suitable for MAFI system CCR equipment. Compatible for IDM8000 CCR. Backplane mounted serial and TCP/Ethernet communication module for CCR remote access. IDM 8000 CCR remote control on serial and TCP protocol.
• Remote control: Parallel or serial interface
• Compatible with MAFI CCR system
• Copatiable with IDM8000 CCR
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
Application
• Remote control: Parallel or serial interface.
• Compatible with MAFI CCR system.
• Compatible with IDM8000 CCR.
• Compatible with Backplane mount serial communication.
• Compatible with commercial and Defence aviation CCR system.
• Remote control system for accessing CCR and allied system over serial or TCP.
• Indigenized local Support/presence in India.
• Easy in configuration using DIP switches.
2. • Minimum reinforcement ratio , ρl and ρt = 0.0025
• ρl and ρt are permitted to be reduced if Vu ≤ 2 Acv λ √f’c
• If hw/lw ≤ 2, ρt is not to be less than ρl
2
Ref: NIST GCR 11-917-11REV-1
3. • ACI 318 has no prescriptive minimum thickness.
• Minimum thickness of 8 in. is a practical lower limit for special
structural walls.
• Construction and performance are generally improved if wall
thickness is at least 12 in. where special boundary elements
are used.
• Walls with conventional coupling beams require minimum
thickness of 14 in.
• Walls with diagonal reinforced coupling beams require
minimum thickness of 16 in.
3
4. • Slender walls (hw/lw ≥ 2)
– Tend to behave much like flexural cantilevers
– Preferred inelastic behavior is ductile flexure yielding, without shear
failure.
• Squat walls (hw/lw ≤ 0.5)
– Resist lateral force in diagonal strut mechanism
– Concrete and distributed horizontal and vertical reinforcement resist
shear
• Wall behavior transitions between above extremes for
intermediate aspect ratios.
4
5.
6. • For slender walls, ductile
flexural yielding at the base
of wall
• For slender coupled walls,
ductile yielding of coupling
beams plus ductile flexural
yielding at the base of wall.
• Wall shear failure,
diaphragm failure and
foundation failure should be
avoided.
6
Ref: NIST GCR 11-917-11REV-1
7. • Design selected critical section to have strength in flexure and
axial closely matching the required strengths, with some
overstrength provided at other locations.
• Special details for ductile response can be concentrated
around the selected critical section, with relaxed detailing
elsewhere.
• In very tall buildings, higher mode response may cause some
flexural yielding in intermediate stories.
7
8. • Axial force well below the balanced point
• UBC 97
– Pu ≤ 0.35 P0, which corresponds approximately to the balanced axial
force in a symmetric wall.
• ACI 318
– No limit for wall axial force.
– Avoid concrete reaches strain of 0.003 before tension reinforcement
yields
8
11. • Special boundary element
– High compressive demand on the edge
• Ordinary boundary element
– As,be/Ag,be > 400/fy
11
12. • Design for single critical
section
• Determine top level
displacement, u
• c ≥ lw / (600 x u/ hw)
• Extend vertically above
and below critical
section a distance not
less than the greater of
lw and Mu,CS/4Vu,CS
12
Ref: NIST GCR 11-917-11REV-1
14. • Can be used for any wall
• If nominal concrete stress exceeds 0.2 f’c, boundary element
required.
• Extend until compressive stress drops below 0.15 f’c.
14
18. 18
Determine type of boundary
element required.
Determine boundary
element length
Select trial boundary element
reinforcement size and spacing
Select trial size and spacing
of vertical reinforcement
Determine P-M strength
Use P-M analysis to check
assumed boundary element
length
Note:
Spacing of vertical reinforcement is
dictated by arrangement of
confinement reinforcement
19. • Select the vertical reinforcement and spread it within the
required boundary element length.
• Layout the transverse reinforcement to support verticals and
confine the core.
• Iterate until all requirements are met.
19
20. • Vn = Acv (αc λ √f’c + ρt fy)
– Acv = lw bw
– αc = 3.0 if hw/lw ≤ 1.5
– αc = 2.0 if hw/lw ≥ 2.0
• Upper limit
– 8Acv √f’c, for all vertical wall segments resisting common lateral force
– 10Acv √f’c, for individual vertical wall segments
20
21. 21
0
10
20
30
40
50
60
70
80
-0.01 0 0.01 0.02 0.03 0.04
Story
Coupling Beam Rotation
Coupling Beam Shear Hinge Rotation at V1
LOM_STG
TAB
UNI
KOC
DUZ
STL
LOM_LGP
Average