Structural health monitoring (SHM) uses one or more in situ sensing systems placed in or around a structure, providing real-time evaluation of its performance and ultimately preventing structural failure. Although most commonly used in civil engineering, such as in roads, bridges, and dams, SHM is now finding applications in other engineering environments, such as naval and aerospace engineering.
Written by a highly respected expert in the field, Structural Sensing, Health Monitoring, and Performance Evaluation provides the first comprehensive coverage of SHM. The text begins with a review of the various types of sensors currently used in SHM, including point sensors and noncontact systems. Subsequent chapters explain the processing and interpretation of data from a number of sensors working in parallel. After considering issues related to the structures themselves, the author surveys the design of a tailor-made SHM system. He also presents a collection of case studies, many of which are drawn from his own experiences.
Exploring the power of sensors, this book shows how SHM technologies can be applied to a variety of structures and systems, including multistory buildings, offshore wind energy plants, and ecological systems.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
PREFACE
The committee on Standardization of Doors and Window sizes for Residential Buildings consisting of experts from CPWD, Confederation of Construction Products and Services (CCPS) and IBC (Indian Building Congress) submitted a report to the MoUD for acceptance. The MoUD has accepted the report and advised that these sizes be adopted by CPWD and adequately publicised among the major construction agencies and the industry, for their adoption Subsequently a need was felt to compile all possible window/door details in various materials and to prepare a working manual for the use of field engineers, architects and other agencies engaged in design and construction activities.
This manual has been prepared specifically for use in the construction of residential buildings. It is hoped that the manual will be a useful reference material.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
New ideas are required to address the dual needs of:
fast constructionfast construction
long service lifelong life
Case Studies
Some case studies from Puerto Rico, United States and Canada offer new ideas on techniques and construction details to achieve the goal of:
Get in.
Get out.
Stay out.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
ETABS to Prokon Code Generator (5 days trial only)
Size: 605 KB
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Recent years have seen great expansion of the tall building industry, even in areas characterized by high seismicity. The structural systems that are usually adopted in tall buildings and the seismic response that they exhibit can differ substantially from those characterizing low-rise construction. Seismic codes, though, are typically envisaged for the design of traditional structural systems, and are not able to take into account some peculiar characteristics of tall buildings. Recognizing such issues, and to overcome the inappropriate prescriptions that traditional seismic codes impose on the design of modern tall buildings, alternative design procedures have become more acceptable in recent years. These innovative approaches to tall building design are referred to as performance-based design methods. This research focuses on a specific and increasingly common category of high-rise buildings, in which the main lateral resisting system is offered by cantilevered and/or coupled RC walls, and proposes a seismic design procedure which is particularly suited for inclusion in any performance-based design framework. The whole body of this study can be divided into three different activities: (i) development of a methodology for the prediction of the inelastic seismic displacement response of medium and long period SDOF systems, (ii) investigation of the ductile response of higher modes of vibration and formulation of recommendations for estimating higher mode ductile response with equivalent linear systems, and (iii) development of a displacement-based design procedure for tall RC wall buildings which takes into account higher mode drift and seismic force demand amplification by rational means, developing closed form expressions based on first principles. Limitations, sources of uncertainties and possible extension of the proposed performance-based methodologies to frames and dual systems are also discussed. Thanks to the research presented in this report, the first author was awarded with the ³special mention² in the 2011 fib Achievement Award for Young Engineers ¬ Research Category. Fib (federation internazionale du beton) is the International Federation for Structural Concrete and its Achievement Award for Young Engineers - Research Category - is given every two years and recognises an outstanding contribution to structural concrete in the field of research.
Author: P. E. (Author), Giannini (Author), R. & Franchin (Author), P. Pinto (Author), IUSS Press (Editor) | Size: ? MB | Format:PDF | Quality:Unspecified | Publisher: IUSS Press | Year: 2004 | pages: 370 | ISBN: 8873580173-978-8873580171
In the broad area of structural engineering design for earthquake resistance is the sector where recourse to reliability concepts represents not just a refinement but a necessity. A background in probability theory is a prerequisite for the very understanding of terms like average return period, uniform hazard spectrum, and many others that are common in design practice. Looking in perspective, there is a clear trend of the new generation of design codes to set the objectives of the design in terms of the fulfilment of a number of performance levels, whose measure of achievement is quantified by a probability. A sound basis on the theory of probability, on that of stochastic processes and random vibrations, and on the methods that allow probabilities of exceedance of specified levels of response to be evaluated, is becoming a requirement for a correct use of the codes. The aim of this self-contained book is to provide the fundamental theoretical bases and to present the state of the art in the field of the methods for the probabilistic evaluation of seismic performance. The book contains four main chapters and two appendices, the latter ones being devoted to a succinct exposition of the theories of probability and stochastic processes, respectively. The content of the appendices has been selected primarily in order to provide full support for the material in the body of the book, though without compromising certain requisites of rigour and completeness.
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
"Slender Plate Girders Subjected to Edge Loading" by TM Roberts, ICE Proceedings, Volume 71, Issue 3, September 1981.
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
By using this code you can do any kind of static analysis on
Beam , Truss , Frame of 2 & 3 Dimensions .
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
Hi guys, I'm using this code to do a modal analysis on a 3D-frame with braces, please if you could help me to add the Mass matrix calculations to this code (by considering member releases at the ends of braces) I'd be really grateful.
Posted by: giguni - 06-06-2012, 10:30 AM - Forum: Archive
- No Replies
Effects of the near-field on shallow seismic studies
Maria-Daphne Mangriotis,James W. Rector III and E. Frederick Herkenhoff
Geophysics January 2011 v. 76 no. 1 p. B9-B18
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
![[Image: 58712589640734733870.jpeg]](https://pic.civilea.com/images/58712589640734733870.jpeg)
![[Image: info.png]](http://postgen.civilea.com/icon/info.png){kind=icon}
![[Image: download.png]](http://postgen.civilea.com/icon/download.png){kind=icon}
![[Image: 12054776521365076990.jpg]](https://pic.civilea.com/images/12054776521365076990.jpg)
![[Image: 54266002264996856779.jpg]](https://pic.civilea.com/images/54266002264996856779.jpg)
![[Image: 04820674064931031210.jpg]](https://pic.civilea.com/images/04820674064931031210.jpg)
![[Image: mirror.png]](http://postgen.civilea.com/icon/mirror.png){kind=icon}
![[Image: password.png]](http://postgen.civilea.com/icon/password.png){kind=icon}