Author: Mohammad Reza Tabeshpour, Amir Azad1 and Ali Akbar Golafshani | Size: 0.5 MB | Format:PDF | Quality:Unspecified | Publisher: Sharif University of Technology, Tehran, | Year: - | pages: 28 | ISBN: -
There are many important
questions in the field of infilled frames, such as:
1. What are the negative and positive effects of infill walls in various types of buildings
(local and global)?
2. Where infills should be considered (in which type of structures, considering lateral
resisting system)?
3. When it is better to have interaction between frame and infill? In what type of
structures considering the number of stories?
4. When it is better to have a gap between frame and infill?
5. What is the state of the art in this field?
6. Comparing National and international codes, what is the state of the practice?
7. What are the suitable strategies to retrofit existing infilled frames?
The aim of this chapter is to answer some of these questions. A categorized discussion is
presented here to classify the problems solved or to be solved.
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:
These Guide Specifications shall apply to bridges intended to carry primarily pedestrian and/or bicycle traffic. Either the Service Load Design or Strength Design (Load Factor Design) methods may be used.
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:
AISC360-05 LRFD Shear bolted connection check Excel Sheet, for one column bolt group
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:
Posted by: Shahin - 07-13-2012, 07:00 AM - Forum: Archive
- No Replies
Dear members,
Can anyone help me to find this Thesis :
Transient finite/infinite element solutions for unbounded wave problems
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:
Introduction to engineering project management including: overview and concepts of project management (principles, body of knowledge, strategies); planning successful projects (defining, specifying, delivery options, scheduling, budgeting); implementing (organizing the team, work assignments, team building, effective leadership); executing (performance measurement, maintaining the schedule, adjustments/mid-course corrections, record keeping, status reporting, communications, managing conflict, time management); and closeout (performance measurement, contract documentation, data transfer, lessons learned, administrative closure).
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:
Abstract:
The elastic modulus of concrete is an important parameter in reinforced concrete design and analysis. With the increased use of lightweight aggregates for structural concrete a better understanding of the relationship between weight, strength, and the elastic modulus is needed. In this study the static modulus for a large variety of aggregates and concrete strengths was analyzed and an empirical formula was derived which is applicable to both Ii ht-weight and normal weight structural concretes. The formula is in excellent agreement with recognized empirical formulas for normal weight concrete.
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: info.png]](http://postgen.civilea.com/icon/info.png){kind=icon}
![[Image: download.png]](http://postgen.civilea.com/icon/download.png){kind=icon}
![[Image: password.png]](http://postgen.civilea.com/icon/password.png){kind=icon}
![[Image: 83170366337873074138.png]](https://pic.civilea.com/images/83170366337873074138.png)
![[Image: 84615817831186473143.png]](https://pic.civilea.com/images/84615817831186473143.png)
![[Image: 62615722931309819813.png]](https://pic.civilea.com/images/62615722931309819813.png)
