CivilEA.com
  • Subscribe !
  • Register
  • Login
  • Home
  • Members
  • Help
  • Search
Civil Engineering Association eBooks Journals, Papers and Presentations THE EFFECTIVENESS OF SEISMI C BUILDING CODE PROVISIONS ON REDUCING THE COLLAPSE RISK

THE EFFECTIVENESS OF SEISMI C BUILDING CODE PROVISIONS ON REDUCING THE COLLAPSE RISK
 TAFATNEB

Professional Member

Registered
Algeria
User ID: 29701
Joined: Sep 2010
Posts: 1,197
Threads: 830
Likes: 9,403 in 1,160 posts
Given Likes: 2850
Points:118,565 EP
#1
04-18-2014, 05:23 PM
THE EFFECTIVENESS OF SEISMIC BUILDING CODE PROVISIONS ON REDUCING THE COLLAPSE RISK OF REINFORCED CONCRETE MOMENT FRAME BUILDINGS

Author: Abbie B. Liel , Curt B. Haselton , and Gregory G. Deierlein | Size: 478 KB | Format: PDF | Quality: Unspecified | Publisher: 4th International Conference on Earthquake Engineering Taipei, Taiwan | Year: October 12-13, 2006


[Image: info.png]

This paper examines the effectiveness of building code provisions in mitigating seismic collapse risk by quantifying the collapse risk of four reinforced concrete framestructures. First, an existing and a
new reinforced concrete moment frame building, designed for seismic conditions in coastal California, are compared to illustrate improvements in building code provisions over time, asmeasured in terms of reduction in collapse risk. This comparison is based on four-story reinforced concrete moment frame structures designed to be representative of a) pre-1970 non-ductile reinforced concrete construction and b) modern, ductile reinforced concrete construction. A second group of four-story reinforced moment frame structures is also considered, including modern code-conforming a) special, b) intermediate, and c) ordinary moment frames. These structures are designed for three different sites and the strength and detailing requirements are consistent with what is permitted for each site’s seismic hazard. From analysis of these structures, the uniformity of safety provided by seismic building code provisions across regions of varying seismicity is evaluated.

[Image: download.png]
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:

http://forum.civilea.com/thread-27464.html
***************************************


This post has been made by CivilEA Post-Generator v2.2.0



[-] The following 5 users Like TAFATNEB's post:5 users Like TAFATNEB's post
  • vardan, rezart, malc, slowet, zrilek
« Next Oldest | Next Newest »

Users browsing this thread: 1 Guest(s)



Possibly Related Threads…
Thread Author Replies Views Last Post
  Progressive collapse analysis of an RC building with exterior partially infilled wall asim99 1 4,812 03-01-2017, 04:02 PM
Last Post: pezhmankhan
  CTV Building Collapse - NLTHA Report - Christchurch Earthquake 2011 jamesmakeez 0 3,338 10-28-2016, 03:23 AM
Last Post: jamesmakeez
  Evaluation of Egyptian code provisions for seismic design of moment-resisting-frame m TAFATNEB 0 3,260 09-05-2014, 02:03 PM
Last Post: TAFATNEB
  Design objectives and collapse prevention for building structures in mega-earthquake TAFATNEB 0 2,799 04-26-2014, 11:02 AM
Last Post: TAFATNEB
  RISK ASSESSMENT USING SEISMIC RISK MANAGEMENT AND RESPONSE ANALYSIS OF BASE ISOLATION TAFATNEB 0 3,328 12-20-2013, 09:05 AM
Last Post: TAFATNEB
  HOW HAVE CHANGES IN BUILDING CODE PROVISIONS FOR REINFORCED CONCRETE FRAME STRUCTURES TAFATNEB 0 4,157 11-23-2013, 11:45 PM
Last Post: TAFATNEB
  Effectiveness of modified pushover analysis procedure for the estimation of seismic d TAFATNEB 0 3,095 11-23-2013, 12:26 PM
Last Post: TAFATNEB

  • View a Printable Version
  • Subscribe to this thread

Designed by CivilEA - Powered by MyBB

Linear Mode
Threaded Mode