AI SearchNonlinear dynamic analysis of gravity load designed reinforced concrete buildings with soft story for seismic performance evaluation (Record no. 81493)
[ view plain ]
| 000 -LEADER | |
|---|---|
| fixed length control field | 04695nas a2200421 a 4500 |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20260818170133.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 100714s2008 th uu|m rtt 0| a1eng d |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | .b12080263 |
| 099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC) | |
| Classification number | AIT Thesis no.ST-08-03 |
| 100 0# - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Saw Marlar |
| 245 10 - TITLE STATEMENT | |
| Title | Nonlinear dynamic analysis of gravity load designed reinforced concrete buildings with soft story for seismic performance evaluation |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Pathum Thani, Thailand : |
| Name of publisher, distributor, etc. | Asian Institute of Technology, |
| Date of publication, distribution, etc. | 2008 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 72 leaves : |
| Other physical details | ill. |
| 490 1# - SERIES STATEMENT | |
| Series statement | Thesis ; |
| Volume/sequential designation | no. ST-08-03 |
| 500 ## - GENERAL NOTE | |
| General note | A thesis submitted in partial fulfillment of the re quirements for the degree of Master of Engineering in Structural Engineering, School of Engineering and Technology |
| 502 ## - DISSERTATION NOTE | |
| Dissertation note | Thesis (M.Eng.) - Asian Institute of Technology, 2008 |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | Configuration irregularities is one of the main characteristics of gravity load designed structures which reduce the seismic resistance. To evaluate the seismic performance of buildings, this factor should be taken into account. Configuration irregularity is defined as a significant physical discontinuity in the building configuration or in the lateral force resisting structural system. Irregularities both in terms of geometry and structural properties (i.e. strength and stiffness) are commonly found in gravity load designed structures. Buildings with irregular configurations were more vulnerable than the regular buildings in recent earthquakes. The most advanced level of analysis available to the designer for the purpose of predicting design forces and displacements under seismic attack is nonlinear dynamic time-history analysis. The main objective of this study is to investigate the seismic performance of GLD reinforced concrete frame buildings with soft-story configuration by nonlinear dynamic approach. The effect of greater height and fewer amounts of infill walls than the upper ones are considered in this study. The NLD analyses of the gravity load designed reinforced concrete moment resisting frames are conducted by using the proposed models developed from Matrin, 2007. A four-storey which includes 3 typical storeys and I mezzanine is selected to evaluate seismic performance of gravity load designed reinforced concrete building with soft-storey configuration. The four different regular and irregular types are used in this study. The seismic responses of all these frame structures are assessed by push-over analysis method, nonlinear dynamic analysis method and incremental nonlinear dynamic analysis method. The result obtained from pushover analysis is expressed in the form of the relationship of roof drift and base shear coefficient. The failure mechanism of each frame is determined by incremental nonlinear dynamic method. And storey shear demand and storey drift demand are obtained from nonlinear dynamic method. The nonlinear dynamic analysis results of storey drift distributions are very sensitive to reduction in strength and stiffness. The effects of infill wall and the effect of irregularity in height significantly dominate the storey drift distribution. The failure mechanism result shows that the brittle failure mode significantly reduces lateral load carrying capacity and ductility of structures. These analysis results are important for seismic resistance design of new buildings and retrofitting existing one. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Buildings, Reinforced concrete |
| General subdivision | Earthquake effects |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Earthquake resistance design |
| 700 0# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Pennung Warnitchai, |
| Relator term | Chairperson |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Widjaja, Joko Harsono, |
| Relator term | Examination Committee |
| 700 0# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Kawin Worakanchana, |
| Relator term | Examination committee |
| 710 2# - ADDED ENTRY--CORPORATE NAME | |
| Corporate name or jurisdiction name as entry element | Asian Institute of Technology Fellowship, |
| 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-08-03 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Materials specified | Full-Text |
| Uniform Resource Identifier | <a href="http://203.159.5.9/ait-thesis/detail.php?q=B03964 ">http://203.159.5.9/ait-thesis/detail.php?q=B03964 </a> |
| 907 ## - LOCAL DATA ELEMENT G, LDG (RLIN) | |
| a | .b12080263 |
| b | mnait |
| c | u |
| 902 ## - LOCAL DATA ELEMENT B, LDB (RLIN) | |
| a | 240329 |
| 998 ## - LOCAL CONTROL INFORMATION (RLIN) | |
| Operator's initials, OID (RLIN) | 0 |
| Cataloger's initials, CIN (RLIN) | 100714 |
| First date, FD (RLIN) | m |
| -- | a |
| -- | u |
| -- | 0 |
| 945 ## - LOCAL PROCESSING INFORMATION (OCLC) | |
| l | mnait |
| 945 ## - LOCAL PROCESSING INFORMATION (OCLC) | |
| l | mnait |
| 945 ## - LOCAL PROCESSING INFORMATION (OCLC) | |
| l | mnarc |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | 20-AIT Publication |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | 40-Archives |
| 909 ## - LOCAL ITEMS USED | |
| Barcode | Barcode : 30050120332464 |
| CREATED | CREATED : 2009-02-14 |
| RECORD Id | RECORD # : i12640062 |
| LPATRON | LPATRON : 1026049 |
| LCHKIN | LCHKIN : 2017-04-09 |
| RENEWALS | # RENEWALS : 0 |
| -- | # OVERDUE : 0 |
| -- | IUSE3 : 4 |
| -- | TOT CHKOUT : 10 |
| -- | TOT RENEW : 16 |
| 909 ## - LOCAL ITEMS USED | |
| Barcode | Barcode : 30050120334692 |
| CREATED | CREATED : 2009-02-14 |
| RECORD Id | RECORD # : i12640074 |
| LPATRON | LPATRON : 1027040 |
| LCHKIN | LCHKIN : 2017-10-31 |
| RENEWALS | # RENEWALS : 0 |
| -- | # OVERDUE : 0 |
| -- | IUSE3 : 4 |
| -- | TOT CHKOUT : 6 |
| -- | TOT RENEW : 2 |
| 909 ## - LOCAL ITEMS USED | |
| Barcode | Barcode : 30050160100755 |
| CREATED | CREATED : 2016-04-22 |
| RECORD Id | RECORD # : i12950609 |
| LPATRON | LPATRON : 0 |
| LCHKIN | LCHKIN : - |
| RENEWALS | # RENEWALS : 0 |
| -- | # OVERDUE : 0 |
| -- | IUSE3 : 0 |
| -- | TOT CHKOUT : 0 |
| -- | TOT RENEW : 0 |
| 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-08-03 | 30050120332464 | 18/08/2026 | 1 | 18/08/2026 | 20-AIT Publication | ||||
| Available for Loans | Asian Institute of Technology Library | Asian Institute of Technology Library | AIT Publications | 18/08/2026 | 50.00 | AIT Thesis no.ST-08-03 | 30050120334692 | 18/08/2026 | 2 | 18/08/2026 | 20-AIT Publication | ||||
| Available for Loans | Asian Institute of Technology Library | Asian Institute of Technology Library | Archives | 18/08/2026 | AIT Thesis no.ST-08-03 | 30050160100755 | 18/08/2026 | 1 | 18/08/2026 | 40-Archives |