AI SearchEvaluation of inelastic response spectra for earthquake analysis of buildings (Record no. 41035)
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| fixed length control field | 03346nam a2200421 4500 |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20260818112740.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 030898 th eng |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | .b10260626 |
| 099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC) | |
| Classification number | AIT Thesis no. ST-85-14 |
| 100 1# - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Kuo, Jin-ljun |
| 245 10 - TITLE STATEMENT | |
| Title | Evaluation of inelastic response spectra for earthquake analysis of buildings |
| 260 ## - PUBLICATION, DISTRIBUTION, ETC. | |
| Place of publication, distribution, etc. | Bangkok : |
| Name of publisher, distributor, etc. | Asian Institute of Technology, |
| Date of publication, distribution, etc. | 1985 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 60 p. |
| 490 1# - SERIES STATEMENT | |
| Series statement | Thesis ; |
| Volume/sequential designation | no. ST-85-14 |
| 500 ## - GENERAL NOTE | |
| General note | A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology |
| 502 ## - DISSERTATION NOTE | |
| Dissertation note | Thesis (M.Eng.) - Asian Institute of Technology, 1985 |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | The inelastic seismic response of three reinforced concrete moment-resisting frames with different number of stories and bays as well as different fundamental periods are investigated by using different inelastic response spectra proposed in the literature which were derived from single-degree-of- freedom systems having stiffness degrading characteristics, with ductility rations of 2,3 and 5 respectively. The maximum inelastic dynamic responses are estimated first by the inelastic response spectrum method using the SAP-IV program. Subsequently, the exact response are calculated by inelastic time history analysis with a Takeda model for beams using the DRAIN-2D Program. Assuming that the design earthquake is defined in terms of a smooth elastic response spectrum, the exact responses are obtained by analyzing each frame with five sets of spectrum-compatible accelerograms followed by a statistical analysis of the maximum responses. The maximum floor displacement, interstory drift and rotational ductility ratio obtained from the inelastic response spectrum method are then compared with the corresponding maximum dynamic responses from the inelastic time history analysis. The results of the inelastic response spectrum method agree satisfactorily with the exact response and it is concluded that inelastic spectra after Newmark and Hall suitable for earthquake resistant design of building frames. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Structural dynamics |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Earthquakes and building |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Wireland, Martin, |
| Relator term | Chairperson |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Brotton, Derick M., |
| Relator term | Examination Committee |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Karasudhi, Pisidhi, |
| Relator term | Examination Committee |
| 710 2# - ADDED ENTRY--CORPORATE NAME | |
| Corporate name or jurisdiction name as entry element | BES Engineering Corporation, R.O.C., |
| 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-85-14 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Materials specified | Full-Text |
| Uniform Resource Identifier | <a href="http://203.159.5.9/ait-thesis/detail.php?q=B20108">http://203.159.5.9/ait-thesis/detail.php?q=B20108</a> |
| 907 ## - LOCAL DATA ELEMENT G, LDG (RLIN) | |
| a | .b10260626 |
| b | mnait |
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| 902 ## - LOCAL DATA ELEMENT B, LDB (RLIN) | |
| a | 240401 |
| 998 ## - LOCAL CONTROL INFORMATION (RLIN) | |
| Operator's initials, OID (RLIN) | 2 |
| Cataloger's initials, CIN (RLIN) | 951012 |
| First date, FD (RLIN) | m |
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| 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 : 30050003061776 |
| CREATED | CREATED : 1995-10-14 |
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| CREATED | CREATED : 1995-10-14 |
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| CREATED | CREATED : 2016-05-04 |
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| Withdrawn status | Lost status | Damaged status | Not for loan | Home library | Current library | Shelving location | Date acquired | 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 | AIT Thesis no. ST-85-14 | 30050003061776 | 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 | AIT Thesis no. ST-85-14 | 30050003061768 | 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-85-14 | 30050160012596 | 18/08/2026 | 1 | 18/08/2026 | 40-Archives |