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RE: Earthquake in Colombia.[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "seaint" <seaint(--nospam--at)seaint.org>
- Subject: RE: Earthquake in Colombia.
- From: "Rodrigo Lema" <rodrigolema(--nospam--at)softhome.net>
- Date: Sat, 30 Jan 1999 08:39:48 -0300
Any masonry interference failures? -----Mensaje original----- De: Juan C. Gray <juangray(--nospam--at)col2.telecom.com.co> Para: seaint(--nospam--at)seaint.org <seaint(--nospam--at)seaint.org> Fecha: jueves, 28 de enero de 1999 12:57 Asunto: Re: Earthquake in Colombia. The philosophy behind the Colombian seismic code is pure USA : it evolved from ATC-3 , UBC , ACI-318 , and AISC. This code was developed by some very talented engineers , members of the Asociación Colombiana de Ingeniería Sísmica. The code is periodically upgraded to reflect new developments in this area, or to enforce stricter restrictions that could not be imposed when the code appeared (1984). Before the code , we used ACI-318 and SEAOC recommendations , but this was not mandatory , so there is a very wide and recent gap on what to expect from buildings. The greatest problem you will find in collapsed buildings will not be the quantities of reinforcement , but how the reinforcement is placed . You will be amazed. The code provisions are supposed to be applied in ordinary construction , but there is a lack of people qualified to evaluate and inspect.Some towns do not even have an office in charge of this , and you are able to build whatever you want. The predominant system here is reinforced concrete with moment resistant frames. The newer buildings use the combined system (shearwalls - moment resistant frame) .For newer two or one story dwellings it is brick masonry with confining columns , and for older construction it is brick , or bamboo with earth The predominant failures in buidings : beam-column joint deterioration , brought by inadequacy of reinforcement . In one story dwellings , there are not enough masonry panels to resist lateral load , so they suffer from absolute instability due to quicq failure of the wall panels , wich usually support heavy roof loads and untreated wood structures. Rodrigo Lema wrote: > > It would be interesting if there are any Colombian engineers in > this list (I think there are) to comment on the EQ. For instance, I'm > interested in the following items: > > a) What's the philosophy behind the Colombian seismic design codes? > b) Are they applied in everyday construction? > c) Predominant structural systems & materials. > d) More common types of failures. > > Also I think it would be great if these colleagues could send some > pictures to post in the seaint wwwsite. > > TIA. > > Rodrigo Lema, Mendoza, Argentina (We still waitin' for our big one) > > > > >
- Re: Earthquake in Colombia.
- From: Juan C. Gray
- Re: Earthquake in Colombia.
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