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Posted: Sun Apr 27, 2008 5:46 pmPost subject: No Title |
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This is my view and I must confess that I am not an expert in this field. I would request the experts in the field of Earthquake Engineering to through some light on this issue.
Thanks
ALOK BHOWMICK
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Posted: Sun Apr 27, 2008 5:52 pmPost subject: No Title |
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Scholarly articles for Shear Wall Frame Interaction for Seismic Resistance
Contribution of gypsum wall board to racking resistance ... - by Wolfe - 4 citations 3D seismic analysis of multi-storey wood frame construction - by Ceccotti - 4 citations Validation of seismic design parameters for wood-frame ... - by Ceccotti - 2 citations
[PDF] Chapter 6 File Format: PDF/Adobe Acrobat - View as HTML on SIP shear walls, research currently underway regarding timber frame and SIP shear ... 2000) seismic design procedures. � A diaphragm-frame interaction ... scholar.lib.vt.edu/theses/available/ etd-08142002-232925/unrestricted/Chapter6.PDF - Similar pages Seismic Design of Reinforced and Precast Concrete Buildings ... from fundamental principles to state-of-the-art, seismic-resistant technologies, ... 4.1 Response of Shear Wall Braced Buildings to Ground Motion ... www.knovel.com/knovel2/Toc.jsp?BookID=1123 - 10k - Cached - Similar pages [PDF] Section 1 Introduction File Format: PDF/Adobe Acrobat - View as HTML How difficult and costly is it to provide seismic resistance to buildings? ... 2.2 Dual system: These are systems with shear walls or braced frames and ... mceer.buffalo.edu/publications/ Codes/99-SP06/nycintro.pdf - Similar pages Computerized Literature Searches: Multidisciplinary Center for ... ... Seismic Protection/Resistant Design: Selected Items (Soil Foundation Interaction or ... 020409.txt, Masonry Infilled Walls/Frames: Seismic Issues, 410 ... mceer.buffalo.edu/infoservice/searchdir.asp - 90k - Sep 21, 2005 - Cached - Similar pages
[PDF] Annual Meeting Research Digest No. 2002-17 Soil-Foundation ... File Format: PDF/Adobe Acrobat - View as HTML 1: Shear wall and frame example. (after NEHRP, 1997). Page 1 of 5 ... the understanding of soil-foundation-structure interaction with regards to seismic ... peer.berkeley.edu/Products/ PEERDigests/digests02/rd2002-17.pdf - Similar pages UCSD - Department of Structural Engineering - GradCourses ... AMES 240) Advanced topics in concrete design, including frame and shear wall structures, ... Seismic design of steel moment frames and braced frames. ... www.structures.ucsd.edu/Courses/GradCourses.shtml - 24k - Cached - Similar pages WBDG: Designing Buildings to Resist Explosive Threats A central shear wall and a perimeter moment-resisting frame will provide for a ... Finally, seismic resistance is distributed globally throughout the ... www.wbdg.org/design/resistexplosivethreat.php - 67k - Cached - Similar pages UMN CE Faculty - Arturo E. Schultz Study of the cyclic interaction in steel frames with composite RC infill walls. ... Seismic resistance of partially-grouted masonry shear wall. ... www.ce.umn.edu/people/faculty/schultz/ - 7k - Sep 22, 2005 - Cached - Similar pages University Of Balamand - UOB ... shear and torsion in members, shear wall-frame interaction; extensive use of microcomputers. ... Details of seismic resistant concrete structures. ... www.balamand.edu.lb/foe/fecivcd.html - 42k - Cached - Similar pages SEISMIC ANALYSIS OF STIFFENED COUPLED SHEAR WALLS WITH FLEXIBLE ... Seismic resistance was totally hindered. The building was judged to be unsafe and ... Seismic upgrading was achieved by adding four shear walls at external ... www.neu.edu.tr/earthquake/3.htm - 157k - Cached - Similar pages
rudra_nevatia[AT]yah... wrote: Dear Nandini,
Shear wall-frame interaction used to be a hot topic in 60's and 70's. As far as I know, it is hardly an issue with availability of 3-D analysis software.
There is a caveat though - it is a simple analysis as long as shear walls are planar. Non-planar shear walls such as lift cores belong to a different genre.
It will be interesting to know more deails about your research interest.
Regards, Rudra Nevatia
PS
A lot of students on this list seem to be looking for help for their research topics. It might be a good idea if a method of mentoring could be put in place on the lines of Eklavya system launched bu Dr. Phatak of IIT-B.
Same
--- gdevi80[AT]yah... wrote:
Quote: |
Good day, I am doing research in Experimental Investiagtion of Shear wall Frame interaction for seismic resistance. I request to inform me about 1. literatures avaialble - previous experimental investigations in this topic 2. what are the parameters that to be considered for experimental investiagtion
with regards
- Nandini
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Posted: Sun Apr 27, 2008 6:21 pmPost subject: No Title |
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Normally, schools are used as shelters in the event of disasters. The situation in existing Govt schools are so bad, that most of them are bound to be damaged. Unlike hospitals which work on 24/265 basis, schools do not work round the clock and if too many structures are included under SLR, the project will be still born.
We should create in 1897 region, new shelters of last resort. In New Orleans, the airport was used for emergency treatment and air lifting subsequently to more safer places. In Guwahati and Shillong, near the airport such SLR's should be built.
We use tented accomodation extensively in post disaster scenerios. Could we also use trailer homes for this purpose ? I found huge parks of trailer homes in Florida used in disaster prone 区域。这没有提供风险甚至在最严厉的intensity of earthquake. In fact it is very good for elderly persons.
I would request Mr. Barua and others in 1897 region to post a list in SEFI of SLR's, if any, in that region.
The MP's have a constituency fund and our present PM is elected from Assam. They should be cajoled to provide immediate funds for SLR project. Such SLR systems should not be left to the fancy of Architects as they must have very negligible torsion.
Can we have a smaller active group to discuss these ideas in a yahoo discussion group. Those willing may please indicate to me directly.
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Posted: Sun Apr 27, 2008 6:22 pmPost subject: No Title |
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Normally, schools are used as shelters in the event of disasters. The situation in existing Govt schools are so bad, that most of them are bound to be damaged. Unlike hospitals which work on 24/265 basis, schools do not work round the clock and if too many structures are included under SLR, the project will be still born.
We should create in 1897 region, new shelters of last resort. In New Orleans, the airport was used for emergency treatment and air lifting subsequently to more safer places. In Guwahati and Shillong, near the airport such SLR;s should be built.
We use tented accomodation extensively in post disaster scenerios. Could we also use trailer homes for this purpose ? I found huge parks of trailer homes in Florida used in disaster prone 区域。这没有提供风险甚至在最严厉的intensity of earthquake. In fact it is very good for elderly persons.
I would request Mr. Barua and others in 1897 region to post a list in 半岛软件下载 of SLR;s, if any, in that region.
The MP;s have a constituency fund and our present PM is elected from Assam. They should be cajoled to provide immediate funds for SLR project. Such SLR systems should not be left to the fancy of Architects as they must have very negligible torsion.
Can we have a smaller active group to discuss these ideas in a yahoo discussion group. Those willing may please indicate to me directly.
-------------------------
------------------------- Message From prof.arc[AT]gma... Subject: Campaign 1897 Date: 21/11/05 Time: 15:22:45 ------------------------- Dear Mr. Alok Bhowmick, 我非常怀疑是否大scale {for that matter, any} retro-fitting would ever take place particularly to privately owned apartments. If the Govt has to legislate, first of all their own innumerable properties are in such a bad shape, they cannot insist on private users. Basically, we should pray that the event does not occur during our lifetime. My concern is that we should have safer structures of last resort. The first responders must survive to implement relief. Definitely, the hospitals should not collapse. Let us make a small beginning and hopefully it would catch on even for private property. As far as the forces mentioned in IS:1893 is concerned, it bears absolutely no relationship to actual values in case mega event occurs in 1897 region. Hence, IS:1893 should revisit these clauses for SLR systems. I do not propose any retro-fitting to Bridges over rivers. The pier/abutment 是非常复杂的系统,涉及水/土壤structure interaction. We know very little about the variation of ground motion at adjacent piers. The whole design is very approximate. Same applies for retrofitting of masonry/concrete dams. In order to assure the public, retro-fitting in the form of buttresses on the d/s face of non-overflow sections were carried out at Koyna. The strength hardly improved. Further, no strengthening could be done for spillway sections. The d/s cannot be changed and u/s is not available for construction unless the dam could be drained out which was not possible below dead water level. However, the good thing about these dams is it cannot be 100% damaged, utmost a opening would be created which could be repaired. The stilt RCMS buildings could be inexpensively retro-fitted if there is a will and pressure to implement it. Sincerely ARC
On Mon Nov 21 11:09:40 2005, bsec[AT]tou... bsec[AT]tou... wrote:
Dear Prof. ARC / Sefians,
Thanks for initiating a complex design related issues pertaining to retrofitting of structures. I think the acceleartion figures coined by you requires considerable amount of deliberrations before we can use them. The expenditure involved in retrofitting the flock of ;important; building and
bridges is going to be quite significant and therefore the design acceleration coefficients and the philosophy to be adopted should be decided after some deliberrations.
SEFI is fortunate to have some of the experts (Prof. ARC, Prof SKJ, Prof. RNI ...etc.) in the field of earthquake engineering who are very active in the forum and and I would feel that with their support, it would be better to have a base paper giving guidelines on retrofitting strategies as a starting point. (I ofcourse presume that such documents do not exist and I would be delighted if any one proves me wrong).
Some of the issues that needs to be kept in mind are :
a) An existing structure needs to be retrofitted for the ;remaining / balance life; of the structure and not for its ;full design life;. As an example, if a structure which is already 50 years old needs to be retrofitted, we need not take the earthquake forces assuming a return period of 100 years as the structure, even otherwise may not survive that long. This aspect can reduce the design acceleration for retrofitting significantly.
b) For Bridges, I think the only way to make the existing major bridges 安全 would be i) By improving the restraining features at the bearing level to prevent dislodgement of deck and ii) By installing special hardware devices (like anchored elastomeric bearings, dampers, STU;s ...etc.) to change the
时间/阻尼的特点structure. The 知识库 on the correct application of damping devices is still very limited in our country. Since these hardwares are mostly imported and in absence of any specific guidelines, they are often accepted as black boxes. There is therefore an urgent need to formulate codes and guidelines on the acceptance criterias of the damping devices.
Thanks
Alok Bhowmick
-------------------------
------------------------- Message From ajitkbhattacharyya[AT]yah... Subject: Campaign 1897 Date: 21/11/05 Time: 18:54:29 ------------------------- Dear Alok,
You have raised an important issue which will test the ingenuity of proessional Engineers.We are aware of the large scale presence of ill designed and constructed structures presently distressed which cannot be altogether replaced in the near future but to be retrofitted and rehabilitated.Regarding retrofitting of Bridges we had some National Seminars where very important papers were presented in the last few years.Problems are not unsurmountable.These papers must be gone through. One must study the completed works.Even if we need to import some STU;s with the present state of large no. of MNC;s available the procurement of latest equipment should not be a problem if it is tried/planned in advance.I know in Railways considerable number of Bridges have been strengthened by Jacketting of Piers, Changing the pier Caps by Precast Blocks, Replacement of existing bearings by reinforced Elastemeric ones to reduce imposed forces.Derailment must be prevented on the Bridge itself through provision of derailing equipment in approaches.There is no general solution.Engineer must develop the most cost -effective lasting schemes.All this cannot be detailed through this mail.The position of Multi Storeyed buildings which are now in a state of unsatisfactory structural behavior is rather serious in Urban Centres.For Structural Engineers the situation is challenging and must be dealt with all expertise and experience. A stilted framed RCC structure in Bangalore accomodating costly aparments had to be renovated at huge cost because of ignorance of architects/ engineers about its behavior in adverse situation.ICJ had published paper on major failure of framed Multi Storeyed Structures during badly supervised repair work.Unfortunately failures with details are not reported as information to others. Seniors in the Consulting Engineers office must devote time with their juniors to ensure final quality product.
A.K.Bhattacharyya
--- bsec[AT]tou... wrote:
Dear Prof. ARC / Sefians,
Thanks for initiating a complex design related issues pertaining to retrofitting of structures. I think the acceleartion figures coined by you requires considerable amount of deliberrations before we can use them. The expenditure involved in retrofitting the flock of ;important; building and bridges is going to be quite significant and therefore the design acceleration coefficients and the philosophy to be adopted should be decided after some deliberrations.
SEFI is fortunate to have some of the experts (Prof. ARC, Prof SKJ, Prof. RNI ...etc.) in the field of earthquake engineering who are very active in the forum and and I would feel that with their support, it would be better to have a base paper giving guidelines on retrofitting strategies as a starting point. (I ofcourse presume that such documents do not exist and I would be delighted if any one proves me wrong).
Some of the issues that needs to be kept in mind are :
a) An existing structure needs to be retrofitted for the ;remaining / balance life; of the structure and not for its ;full design life;. As an example, if a structure which is already 50 years old needs to be retrofitted, we need not take the earthquake forces assuming a return period of 100 years as the structure, even otherwise may not survive that long. This aspect can reduce the design acceleration for retrofitting significantly.
b) For Bridges, I think the only way to make the existing major bridges safe would be i) By improving the restraining features at the bearing level to prevent dislodgement of deck and ii) By installing special hardware devices (like anchored elastomeric bearings, dampers, STU;s ...etc.) to change the 时间/阻尼的特点 structure. The knowledge base on the correct application of damping devices is still very limited in our country. Since these hardwares are mostly imported and in absence of any specific guidelines, they are often accepted as black boxes. There is therefore an urgent need to formulate codes and guidelines on the acceptance criterias of the damping devices.
Thanks
Alok Bhowmick
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Posted: Sun Apr 27, 2008 6:30 pmPost subject: No Title |
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3.宪法委员会的建筑。- (1) The Central Government shall, by notification in the Official Gazette, constitute, with effect from such date as may be specified in the notification, a Council to be known as the Council of Architecture, which shall be a body corporate, having perpetual succession and a common seal, with power to acquire, hold and dispose of property, both movable and immovable, and to contract, and may by that name sue or be sued.
(2) The Head Officer of the Council shall be at Delhi or at such other place as the Central Government may, by notification in the Official Gazette, specify.
(3) The Council shall consist of the following members, namely :-
(a) five architects possessing recognised qualifications elected by the Indian Institute of Architects from among its members :
(b) two persons nominated by the All India Council for Technical Education established by the Resolution of the Government of India in the late Ministry of Education No.F.16-10/44-E.III, dated the 30th November, 1945;
(c) five person selected from among themselves by heads of architectural institutions in India imparting full-time instruction for recognised qualifications;
(d) the Chief Architects in the Ministries of the Central Government to which the Government business relating to defence and railways has been allotted and the head of the Architectural Organisation in the Central Public Works Department, ex officio;
(e) one person nominated by the Central Government;
(f) an architect from each State nominated by the Government of that State;
(g) two person nominated by the Institution of Engineers (India) from among its members; and
(h) one person nominated by the Institution of Surveyors of India from among its members.
Explanation.-For the purposes of this sub-section,-
(a) " Institution of Engineers (India)" means the Institution of Engineers (India first registered in 1920 under the India Companies Act, 1913 (7 of 1913) and subsequently incorporated by a Royal Charter in 1935.
(b) "Institution of Surveyors of India" means the Institution of Surveyors registered under the Societies Registration Act, 1860 (21 of 1860).
(4) Notwithstanding anything contained in clause (a) of sub-section (3), the Central Government may, pending the preparation of the register, nominate to the first Council, in consultation with the Indian Institution of Architects, persons referred to in the said clause (a) who are qualified for registration under section 25, and the persons so nominated shall hold officer for such period as the Central Government may, by notification in the Official Gazette, specify.
(5) Notwithstanding anything contained in clause (f) of sub-section (3), the Central Government may, pending the preparation of the register, nominate to the first Council, in consultation with the State Governments concerned, persons referred to in the said clause (f), who are qualified for registration under section 25, and the person so nominated shall hold officer for such period as the Central Government may, by notification in the Official Gazette, specify.
now.
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3.宪法委员会的建筑。- (1) The Central Government shall, by notification in the Official Gazette, constitute, with effect from such date as may be specified in the notification, a Council to be known as the Council of Architecture, which shall be a body corporate, having perpetual succession and a common seal, with power to acquire, hold and dispose of property, both movable and immovable, and to contract, and may by that name sue or be sued.
(2) The Head Officer of the Council shall be at Delhi or at such other place as the Central Government may, by notification in the Official Gazette, specify.
(3) The Council shall consist of the following members, namely :-
(a) five architects possessing recognised qualifications elected by the Indian Institute of Architects from among its members :
(b) two persons nominated by the All India Council for Technical Education established by the Resolution of the Government of India in the late Ministry of Education No.F.16-10/44-E.III, dated the 30th November, 1945;
(c) five person selected from among themselves by heads of architectural institutions in India imparting full-time instruction for recognised qualifications;
(d) the Chief Architects in the Ministries of the Central Government to which the Government business relating to defence and railways has been allotted and the head of the Architectural Organisation in the Central Public Works Department, ex officio;
(e) one person nominated by the Central Government;
(f) an architect from each State nominated by the Government of that State;
(g) two person nominated by the Institution of Engineers (India) from among its members; and
(h) one person nominated by the Institution of Surveyors of India from among its members.
Explanation.-For the purposes of this sub-section,-
(a) " Institution of Engineers (India)" means the Institution of Engineers (India first registered in 1920 under the India Companies Act, 1913 (7 of 1913) and subsequently incorporated by a Royal Charter in 1935.
(b) "Institution of Surveyors of India" means the Institution of Surveyors registered under the Societies Registration Act, 1860 (21 of 1860).
(4) Notwithstanding anything contained in clause (a) of sub-section (3), the Central Government may, pending the preparation of the register, nominate to the first Council, in consultation with the Indian Institution of Architects, persons referred to in the said clause (a) who are qualified for registration under section 25, and the persons so nominated shall hold officer for such period as the Central Government may, by notification in the Official Gazette, specify.
(5) Notwithstanding anything contained in clause (f) of sub-section (3), the Central Government may, pending the preparation of the register, nominate to the first Council, in consultation with the State Governments concerned, persons referred to in the said clause (f), who are qualified for registration under section 25, and the person so nominated shall hold officer for such period as the Central Government may, by notification in the Official Gazette, specify.
now.
around
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Posted: Sun Apr 27, 2008 6:31 pmPost subject: No Title |
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3.宪法委员会的建筑。- (1) The Central Government shall, by notification in the Official Gazette, constitute, with effect from such date as may be specified in the notification, a Council to be known as the Council of Architecture, which shall be a body corporate, having perpetual succession and a common seal, with power to acquire, hold and dispose of property, both movable and immovable, and to contract, and may by that name sue or be sued.
(2) The Head Officer of the Council shall be at Delhi or at such other place as the Central Government may, by notification in the Official Gazette, specify.
(3) The Council shall consist of the following members, namely :-
(a) five architects possessing recognised qualifications elected by the Indian Institute of Architects from among its members :
(b) two persons nominated by the All India Council for Technical Education established by the Resolution of the Government of India in the late Ministry of Education No.F.16-10/44-E.III, dated the 30th November, 1945;
(c) five person selected from among themselves by heads of architectural institutions in India imparting full-time instruction for recognised qualifications;
(d) the Chief Architects in the Ministries of the Central Government to which the Government business relating to defence and railways has been allotted and the head of the Architectural Organisation in the Central Public Works Department, ex officio;
(e) one person nominated by the Central Government;
(f) an architect from each State nominated by the Government of that State;
(g) two person nominated by the Institution of Engineers (India) from among its members; and
(h) one person nominated by the Institution of Surveyors of India from among its members.
Explanation.-For the purposes of this sub-section,-
(a) " Institution of Engineers (India)" means the Institution of Engineers (India first registered in 1920 under the India Companies Act, 1913 (7 of 1913) and subsequently incorporated by a Royal Charter in 1935.
(b) "Institution of Surveyors of India" means the Institution of Surveyors registered under the Societies Registration Act, 1860 (21 of 1860).
(4) Notwithstanding anything contained in clause (a) of sub-section (3), the Central Government may, pending the preparation of the register, nominate to the first Council, in consultation with the Indian Institution of Architects, persons referred to in the said clause (a) who are qualified for registration under section 25, and the persons so nominated shall hold officer for such period as the Central Government may, by notification in the Official Gazette, specify.
(5) Notwithstanding anything contained in clause (f) of sub-section (3), the Central Government may, pending the preparation of the register, nominate to the first Council, in consultation with the State Governments concerned, persons referred to in the said clause (f), who are qualified for registration under section 25, and the person so nominated shall hold officer for such period as the Central Government may, by notification in the Official Gazette, specify.
now.
around
around
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Posted: Sun Apr 27, 2008 6:31 pmPost subject: No Title |
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3.宪法委员会的建筑。- (1) The Central Government shall, by notification in the Official Gazette, constitute, with effect from such date as may be specified in the notification, a Council to be known as the Council of Architecture, which shall be a body corporate, having perpetual succession and a common seal, with power to acquire, hold and dispose of property, both movable and immovable, and to contract, and may by that name sue or be sued.
(2) The Head Officer of the Council shall be at Delhi or at such other place as the Central Government may, by notification in the Official Gazette, specify.
(3) The Council shall consist of the following members, namely :-
(a) five architects possessing recognised qualifications elected by the Indian Institute of Architects from among its members :
(b) two persons nominated by the All India Council for Technical Education established by the Resolution of the Government of India in the late Ministry of Education No.F.16-10/44-E.III, dated the 30th November, 1945;
(c) five person selected from among themselves by heads of architectural institutions in India imparting full-time instruction for recognised qualifications;
(d) the Chief Architects in the Ministries of the Central Government to which the Government business relating to defence and railways has been allotted and the head of the Architectural Organisation in the Central Public Works Department, ex officio;
(e) one person nominated by the Central Government;
(f) an architect from each State nominated by the Government of that State;
(g) two person nominated by the Institution of Engineers (India) from among its members; and
(h) one person nominated by the Institution of Surveyors of India from among its members.
Explanation.-For the purposes of this sub-section,-
(a) " Institution of Engineers (India)" means the Institution of Engineers (India first registered in 1920 under the India Companies Act, 1913 (7 of 1913) and subsequently incorporated by a Royal Charter in 1935.
(b) "Institution of Surveyors of India" means the Institution of Surveyors registered under the Societies Registration Act, 1860 (21 of 1860).
(4) Notwithstanding anything contained in clause (a) of sub-section (3), the Central Government may, pending the preparation of the register, nominate to the first Council, in consultation with the Indian Institution of Architects, persons referred to in the said clause (a) who are qualified for registration under section 25, and the persons so nominated shall hold officer for such period as the Central Government may, by notification in the Official Gazette, specify.
(5) Notwithstanding anything contained in clause (f) of sub-section (3), the Central Government may, pending the preparation of the register, nominate to the first Council, in consultation with the State Governments concerned, persons referred to in the said clause (f), who are qualified for registration under section 25, and the person so nominated shall hold officer for such period as the Central Government may, by notification in the Official Gazette, specify.
now.
around
around
around
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Youcannotpost new topics in this forum Youcannotreply to topics in this forum Youcannotedit your posts in this forum Youcannotdelete your posts in this forum Youcannotvote in polls in this forum Youcanattach files in this forum Youcandownload files in this forum
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