Improvement of seismic performance of multi-story frame buildings by metallic dampers (Record no. 58749)

MARC details
000 -LEADER
fixed length control field 03179nas|a2200409 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818134604.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 220900s2000 th uzm rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b11809279
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-00-20
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Peerakit Naparaxawong
245 10 - TITLE STATEMENT
Title Improvement of seismic performance of multi-story frame buildings by metallic dampers
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2000
300 ## - PHYSICAL DESCRIPTION
Extent 106 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-00-20
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Civil Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 2000
520 ## - SUMMARY, ETC.
Summary, etc. Metallic dampers, when incorporated into a structure, provide one of the most effective energy dissipation mechanisms during an earthquake. A study of improvement of seismic performance of multi-story frame buildings by using metallic dampers for wide range of structural period is presented. Frame-type buildings with different number of stories are modeled as single-bay shear frame buildings. The structures are subjected to a single earthquake ground motion record and their seismic responses are determined by performing nonlinear dynamic analyses through DRAIN-2DX Program. At the beginning, the higher mode effects on seismic responses of these structures are investigated. The results confirm that the higher mode effects are significant and cause the high localization of structural damage in first few stories for long period structure. To reduce the structural damage of these structures, the metallic dampers that were designed in conventional way are selected. The results show that metallic dampers, which were designed in conventional way, cannot effectively reduce the structural damage of long period multi-story frame buildings. A more effective way to design the metallic dampers to reduce the seismic response of structures for wide range of natural period is introduced. By employing this new concept, the metallic dampers can effectively reduce the seismic response of long period structures.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Buildings
General subdivision Performance
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Damping (Mechanics)
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Earthquake resistant design
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pennung Warnitchai,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Worsak Kanok-Nukulchai,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Zhu, Hongping,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Government of Japan,
Relator term Scholarship donor
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology.
Title of a work Thesis ;
Volume/sequential designation no. ST-00-20
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B06846">http://203.159.5.9/ait-thesis/detail.php?q=B06846</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b11809279
b mnait
c u
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240331
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 000922
First date, FD (RLIN) m
-- a
-- u
-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120747158
CREATED CREATED : 2014-05-20
RECORD Id RECORD # : i12801690
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 0
-- TOT RENEW : 0
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160102181
CREATED CREATED : 2016-04-21
RECORD Id RECORD # : i12943617
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 0
-- TOT RENEW : 0
Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Cost, normal purchase price Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no.ST-00-20 30050120747158 18/08/2026 3 18/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Thesis no.ST-00-20 30050160102181 18/08/2026 1 18/08/2026 40-Archives
คัดลอกแล้ว!