Tested techniques for designing fire-resistant structures
Structural Fire Loads bridges the gap between prescriptive and performance-based methods for the design of fire-resistant buildings. The book streamlines complex computer analyses so that an approximate analytical expression can be easily used in structural fire load analysis and design.
Simplified versions of energy, mass, and momentum equations are provided in dimensionless form with their solutions in tabular form. Step-by-step examples using standard structural systems, such as beams, trusses, frames, and arches, are also presented in this practical guide. Using the proven methods in this book, all types of fires can be addressed in the design process.
Coverage includes:
Overview of current practice
Structural fire load and computer models
Differential equations and assumptions
Simplifications of differential equations
Fire load and severity of fires
Structural analysis and design
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This is the first publication ever focusing strictly on the creep behaviour in cracked sections of Fibre Reinforced Concrete (FRC). These proceedings contain the latest scientific papers about new testing methodologies, results and conclusions of multiple experimental campaigns and recommendations about significant factors of long-term behaviour, experiences from more than ten years of creep testing and some reflections about future perspectives on this topic. This book is an essential reference for all researchers of creep behaviour on FRC.
This volume is the result of the efforts of the RILEM TC 261-CCF, that has been working since 2014 to develop standardized methodologies and guidelines to compare results from different laboratories and get a better understanding of the significant parameters related to creep of FRC.
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Traditionally, earthquake-resistant design has been strength-based, using linear elastic analysis. Since inelastic behavior is usually allowed for strong earthquakes, this is not entirely rational. Strength-based design considers inelastic behavior only implicitly. Displacement-based (or deformation-based) design considers inelastic behavior explicitly, using nonlinear inelastic analysis. Displacement-based design recognizes that in a strong earthquake, inelastic deformation (or ductility) can be more important than strength. PERFORM-3D allows you to use displacement-based design.
Procedures for displacement-based design using inelastic analysis are specified in ASCE 41, βSeismic Rehabilitation of Existing Buildingsβ. ASCE 41 applies to the retrofit of existing buildings, but the procedures can be applied to the design of new buildings. PERFORM-3D implements the procedures in ASCE 41. However, PERFORM-3D is a general tool for implementing displacement-based design. It is not limited to ASCE 41.
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8 years ago on "24-Dec-2008" Civil Engineering Association (CivilEA Forum) was born. Before this date, originally we start our works from "4downloader.blogspot.com" weblog on "12-April-2007".
We planned to do major changes in forum with special feature and upgrade, but unfortunately because of my disease all projects have been stopped from 2 years ago. I'm not going to bother you but But I wanted, you to be aware.
We updated servers years ago to improve speed of site.
I want to say you we have special plan for CivilEA and we`ll do all necessary changes in forum ASAP.
I want to say special thanks to all moderators that help us to improve here.
It is very difficult to organize big forum like CivilEA and our moderators did it excellent.
My special thanks to my Deputy "BennyP" that help CIvilEA for more than 8 years, Thank you dear BennyP;
I thanks to all users that contribute their knowledge here.
We are ready to hear your suggestion for improve CivilEA more and more.
CivilEA has more than 174000 users, 29000 threads and 95000 posts.
Perform bridge design, analysis, and construction simulation to determine resiliency during seismic and natural events and analyze rolling stock. You can streamline massive analytical tasks and save time on complex engineering issues by taking a more integrated approach in the design and construction of your bridge systems.
Automate your complex design and engineering challenges with powerful specialized options:
Β Β RM Bridge Advanced
Β Β Fully integrate your modeling, analysis, and design for smooth project delivery.
Add-on modules for specialized activities such as advanced earthquake analysis, rolling stock analysis, erection control, simulation of wind-tunnel tests, wind buffeting, and others, include:
Β Β RM Bridge Advanced Non-linear
Β Β Provides advanced features for dealing with non-linearity of the structural behavior.
Β Β RM Bridge Advanced Dynamic
Β Β Perform special tasks in earthquake engineering and high-speed rail design with a non-linear time history algorithm.
Β Β RM Bridge Advanced Construction
Β Β Consider the influence of special money-saving construction techniques and provide exact data on deformation states throughout the erection process and camber requirements.
Β Β RM Bridge Advanced Cable
Β Β Calculate the non-linear effects of cable sagging on cable-stayed and suspension bridges.
Β Β RM Bridge Advanced Wind
Β Β Simulate wind tunnel tests and perform sophisticated wind buffeting analysis, as well as design code checks.
Β Β RM Bridge Cast (stand-alone)
Β Β Achieve maximum precision control for the casting process for precast segmental construction, especially on curved structures.
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RM Bridge CONNECT Edition v10.01.00.02 fixes various issues and adds new functionalities such as:
Β Β One step graphically supported pier definition
Β Β RM Bridge Cast incorporated in RM Bridge Advanced
Β Β RM Bridge View new functions
Β Β Β Β Graphical presentation of the design check results
Β Β Β Β 3D Live Load Visualization
Β Β Β Β 2D Diagrams
Β Β Β Β Tables
Β Β Bentley OpenRoads and Open Bridge Modeler import functions
Β Β Improved Steel design codes for Canadian Code HDBCS, American Code LRFD 7th edition and Indian Code IRC
Β Β Improved Pushover Design
Β Β Improved Response spectrum with selective Eigen-Mode superposition
The installation system was changed from side by side installation to generational updates:
Β Β Any existing version of the same product generation (e.g. RM Bridge CONNECT Edition v10.00.00.02) will be replaced by the new product update.
Β Β Installations of products from older generations like e.g. RM Bridge Advanced+ V8i v08.11.28.02 will stay untouched.
Β Β This allows to publish updates and fixes easily and to reduce maintenance time.
It is part of the new Bentley CONNECT Edition branded generation of products and supports the Bentley CONNECT features like online services and project support capabilities.
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RM Bridge View is a new post-processing structure and results viewer module based on the MicroStation V8i Power Platform.
It is an optional Add-On for the RM Bridge Advanced product.
Please install it only, if you want to use the RM Bridge Advanced product and have a license for it!
The standalone application allows:
Β Β Graphical display of structure and its beam results (colored surface, diagrams and deflected structure).
Β Β Independent DGN post processing database which can be shared without RM database.
Β Β Browsing of results during RM calculation.
Β Β Usage of up to 8 views in parallel.
Typically you will access RMView in the RM Bridge Advanced main navigation tree. The external tool RM Bridge View will be started and the model and the results will be displayed.
RM Bridge View is licensed via the SELECT license. It's a child of the RM Bridge Advanced product. You will get automatically as many licenses of RM Bridge View as you own RM Bridge Advanced licenses. It has an own product id and usage logging.
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Akvis specializes in development of image processing software and scientific research. The company was founded in 2004 by IT professionals having considerable experience in programming and software development. The company offers a number of products for photographers with bundle and single application products. All of Akvisβ products are available as standalone or plug-in for AdobPhotoshop, Photoshop Elements, Corel Paint Shop Pro etc.