Hi all ! I want this old code for my research. I'll be obliged if anyone has a copy/link for the same.
A version of this code exists on this forum, but it is in Croatian. I want the English one.
Article/eBook Full Name: ENV 1992-4:1998 (English)
Edition: 4th
Publish Date: 1998
Published By: CEN
Related Links:
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:
How to adapt existing building stock is a problem being addressed by local and state governments worldwide. In most developed countries we now spend more on building adaptation than on new construction and there is an urgent need for greater knowledge and awareness of what happens to commercial buildings over time.
Sustainable Building Adaptation: innovations in decision-making is a significant contribution to understanding best practice in sustainable adaptations to existing commercial buildings by offering new knowledge-based theoretical and practical insights. Models used are grounded in results of case studies conducted within three collaborative construction project team settings in Australia and the Netherlands, and exemplars are drawn from the Americas, Asia, Japan, Korea and Europe to demonstrate the application of the knowledge more broadly.
Results clearly demonstrate that the new models can assist with informed decision-making in adaptation that challenges some of the prevailing solutions based on empirical approaches and which do not accommodate the sustainability dimension. The emphasis is on demonstrating how the new knowledge can be applied by practitioners to deliver professionally relevant outcomes.
The book offers guidance towards a balanced approach that incorporates sustainable and optimal approaches for effective management of sustainable adaptation of existing commercial buildings.
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:
Books about construction contracts tend to be dense and wordy, but what most architects, quantity surveyors, project managers, builders and employers are looking for is an easily navigable, simple guide to using a contract, written in plain language. The JCT Standard Building Contract 2011 is an uncomplicated book about a complex and commonly used contract. It straightforwardly and concisely sets out exactly what the contract requires in various circumstances, as far as possible without legal jargon and without assuming any particular legal or contractual expertise from the reader. It explains, often from first principles, exactly what is meant by a contract and why certain clauses, such as extension of time clauses or liquidated damages clauses are present and more importantly, what they mean. The book is divided into many chapters, each with many sub–headings, to make it easy to read and to help readers to find relevant explanations quickly. Tables and flowcharts are used to ensure clarity and most chapters include a section dealing with common problems. Covers the recently issued JCT Standard Building Contract 2011 Straightforward, concise, and as far as possible free of legal jargon Sets out exactly what the contract requires in various circumstances Includes many tables and flowcharts to ensure clarity.
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:
Sensor Technologies for Civil Infrastructures, Volume 1: Sensing Hardware and Data Collection Methods for Performance Assessment
Author: Ming L. Wang, Jerome P. Lynch, Hoon Sohn | Size: 44 MB | Format:PDF | Quality:Unspecified | Publisher: Woodhead Publishing | Year: 2014 | pages: 588 | ISBN: 0857094327, 9780857094322
Sensors are used for civil infrastructure performance assessment and health monitoring, and have evolved significantly through developments in materials and methodologies. Sensor Technologies for Civil Infrastructure Volume I provides an overview of sensor hardware and its use in data collection.
The first chapters provide an introduction to sensing for structural performance assessment and health monitoring, and an overview of commonly used sensors and their data acquisition systems. Further chapters address different types of sensor including piezoelectric transducers, fiber optic sensors, acoustic emission sensors, and electromagnetic sensors, and the use of these sensors for assessing and monitoring civil infrastructures. Developments in technologies applied to civil infrastructure performance assessment are also discussed, including radar technology, micro-electro-mechanical systems (MEMS) and nanotechnology.
Sensor Technologies for Civil Infrastructure provides a standard reference for structural and civil engineers, electronics engineers, and academics with an interest in the field.
Describes sensing hardware and data collection, covering a variety of sensorsExamines fiber optic systems, acoustic emission, piezoelectric sensors, electromagnetic sensors, ultrasonic methods, and radar and millimeter wave technologyCovers strain gauges, micro-electro-mechanical systems (MEMS), multifunctional materials and nanotechnology for sensing, and vision-based sensing and lasers
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:
An analytical study of reinforced concrete beam-column joint behavior under seismic loading
Author: Nilanjan Mitra | Size: 10 MB | Format:PDF | Quality:Unspecified | Publisher: University of Washington | Year: 2007 | pages: 278
Recently, researchers have sought to develop performance-based design methods that enable
the design of a structure to achieve specific performance objectives, typically in excess of ‘life- safety’, under a given level of earthquake loading. Accomplishing performance-based design requires accurate prediction of component load and deformation demands, and typically nonlinear analysis is employed to determine these demands. The research presented here focuses on developing a series of analysis and design tools to support the performance-based design of one particular structural component: reinforced-concrete beam-column joints. This particular component is chosen for investigation because, despite the fact that laboratory and post-earthquake reconnaissance suggest that joint sti.ness and strength loss can have a significant impact on structural response, the inelastic response of these components is rarely considered in analysis or design. Data from previous experimental investigations of joints, spanning a wide range of geometric, material and design parameters, were assembled. Using these data, a series of models were developed and applied to advance understanding of the seismic behavior, sim- ulation and design of reinforced concrete beam-column joints. These include a 1) discrete choice probabilistic failure initiation model, 2) continuum model for joints, 3) strut-and-tie models for joint and 4) a component-based super-element model for the joint region.
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:
Alex Tomanovich excel sheets on excelcalcs & steeltools upto 2013
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:
***************************************
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:
OS ANGELES INVENTORY OF NONDUCTILE CONCRETE BUILDINGS FOR ANALYSIS OF SEISMIC COLLAPSE RISK HAZARDS
Author: T. Anagnos, M. C. Comerio, C. Goulet, H. Na , 4 J. Steele, and J. P. Stewart | Size: 397 MB | Format:PDF | Quality:Unspecified | Publisher: The 14 th World Conference on Earthquake Engineering October 12-17, 2008, Beijing, China | Year: 2008 | pages: 8
Nonductile concrete buildings arguably represent the greatest seismic life safety hazard in many urban centers world-wide because of their collapse potential. This paper documents the development of an inventory to
evaluate the risk from the approximately 1600 potentially nonductile concrete buildings in the City of Los Angeles. Using state-of-the-art spatial databases, publicly available online resources, and building inspections, we record the geographic distribution of these buildings as well as their general characteristics with respect to structural configurations and usage. We describe the diverse array of data sources used to develop the inventory, which provides information on building size, age, type, usage, and ownership type. We particularly emphasize the data collection methodologies developed and utilized for this project and the significant challenges associated with data collection of this type. This information is being utilized in ongoing collapse risk studies related to nonductile concrete construction in Los Angeles and to guide a testing/simulation program that will ultimately lead to more accurate loss estimation tools.
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:
Influence of Structural Parame ters to the Seismic Collapse Resistance of RC Frames in 7-degree Seismic Fortification Zone
Author: Dai-yuan Tang. Xin-zheng Lu, Lie-ping Ye, Wei Shi | Size: 432 KB | Format:PDF | Quality:Unspecified | Publisher: Proc. 4th Int. Conf. on Protection of Structures Against Hazards, Oct. 2009, Beijing, China: pp. 331-338. | Year: 2009 | pages: 8
Currently in China structural seismic design mostly focuses on design and
verification of member strength under minor earthquake. However, during actual
earthquakes, structural systems play a more important role in seismic collapse
resistance. Therefore, in order to find the influence of structural parameters to the
seismic collapse resistance, this paper designs 24 reinforced concrete (RC) frames
in 7-degree seismic fortification zone according to the Chinese Seismic Design Code,
which have different spans, storey heights and storey numbers. Incremental dynamic analysis (IDA), recommended by ATC-63 Report, is implemented for the frames based on fiber-beam element model to evaluate their seismic collapse resistances.
The result shows that structural parameters have a great influence to seismic collapse resistance. The seismic collapse resistance of frames designed according
to the Chinese Seismic Design Code with different span has obvious difference. The
result could be referred for the further study of seismic collapse resistance.
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: 85160119688666707994.jpg]](https://pic.civilea.com/images/85160119688666707994.jpg)
![[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: mirror.png]](http://postgen.civilea.com/icon/mirror.png){kind=icon}
![[Image: password.png]](http://postgen.civilea.com/icon/password.png){kind=icon}
![[Image: 81143565872885426981.jpg]](https://pic.civilea.com/images/81143565872885426981.jpg)
![[Image: 80666370433885723711.jpg]](https://pic.civilea.com/images/80666370433885723711.jpg)
![[Image: 51610495370062732173.jpg]](https://pic.civilea.com/images/51610495370062732173.jpg)
![[Image: 89424715050933996535.png]](https://pic.civilea.com/images/89424715050933996535.png)
![[Image: 62786528442463018139.png]](https://pic.civilea.com/images/62786528442463018139.png)