AI SearchAdaptive force-based pushover analysis of reinforced concrete frames using a fiber section model (Record no. 1604)
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| 000 -LEADER | |
|---|---|
| fixed length control field | 04961nas|a2200445 a 4500 |
| 005 - DATE AND TIME OF LATEST TRANSACTION | |
| control field | 20260817161525.0 |
| 008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION | |
| fixed length control field | 051225s2005 th uu|m rtt 0| a1eng d |
| 035 ## - SYSTEM CONTROL NUMBER | |
| System control number | .b11977243 |
| 099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC) | |
| Classification number | AIT Thesis no.ST-05-06 |
| 100 1# - MAIN ENTRY--PERSONAL NAME | |
| Personal name | Suryanto, Benny |
| 245 10 - TITLE STATEMENT | |
| Title | Adaptive force-based pushover analysis of reinforced concrete frames using a fiber section model |
| 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. | 2005 |
| 300 ## - PHYSICAL DESCRIPTION | |
| Extent | 83, [38] leaves |
| 490 1# - SERIES STATEMENT | |
| Series statement | Thesis ; |
| Volume/sequential designation | no. ST-05-06 |
| 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, 2005 |
| 520 ## - SUMMARY, ETC. | |
| Summary, etc. | With the recent development of performance based design and assessment of structures, the nonlinear static pushover analysis has become a potential tool to be utilized; while it remained to be unused for many years due to inaccuracy of the results in some cases. The adaptive forced-based pushover analysis, which was proposed few years ago, can be utilized as an alternative method which can automatically adapt higher modes and period elongation effects in lateral loading patterns. The combination of one-dimensional discrete element, fiber section and uniaxial nonlinear material model is utilized for reinforced concrete member modeling. In addition to the existing nonlinear beam elements of XFINAS package, a new nonlinear frame element, namely NLFrame1, has been derived and implemented in this study. Fiber section and uniaxial nonlinear material models are utilized to achieve reliably accurate results in nonlinear material problem. The automatic coordinate generation for both circular and rectangular sections has been further implemented. Nonlinear material models of concrete and steel reinforcements under monotonic and cyclic loading conditions incorporated in this research have been collected from many different sources. The adaptive force-based pushover analysis, nonlinear frame element, fiber section, and material model have been added as an additional performance to the current XFINAS student beam version. Verification examples are given to test all the algorithms of buckling analysis, large displacement of geometrically nonlinear static and dynamic analysis, and static and dynamic analysis with both geometric and material nonlinearities. The results considering the material nonlinearity showed an acceptable outcome of NLFrame1 element compared to the existing nonlinear beam elements. For nonlinear material and geometric verification, a series of concrete columns under monotonic and quasi-static loading has been modeled and the solutions have been compared with experimental results. According to the parametric study for nonlinear material and geometric problem, a sufficient number of elements is a more important factor compared to the size of the fibers. It is observed that for a sufficient number of elements, increasing the fiber-sizes doesnt change the results significantly. Minimum of four elements was the starting point for getting reasonable results while 10% fiber-sized from its section dimension is recommended to be used for general purposes. At the end, a preliminary 6-storey regular reinforced concrete building has been utilized. It was aimed to demonstrate the overall implemented performance of adaptive pushover analysis, nonlinear frame element, fiber section, nonlinear monotonic concrete and steel models. For further study, a full set of dynamic applications may be utilized through the use of the implemented cyclic reinforced concrete model. |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Finite element method |
| 650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM | |
| Topical term or geographic name entry element | Reinforced concrete, Fiber |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Kim, Kidu, |
| Relator term | Chairperson |
| 700 0# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Pennung Warnitchai, |
| Relator term | Examination Committee |
| 700 1# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Barry, William Joseph, |
| Relator term | Examination Committee |
| 700 0# - ADDED ENTRY--PERSONAL NAME | |
| Personal name | Pichai Nimityongskul, |
| 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-05-06 |
| 856 ## - ELECTRONIC LOCATION AND ACCESS | |
| Materials specified | Full-Text |
| Uniform Resource Identifier | <a href="http://203.159.5.9/ait-thesis/detail.php?q=B09975">http://203.159.5.9/ait-thesis/detail.php?q=B09975</a> |
| 907 ## - LOCAL DATA ELEMENT G, LDG (RLIN) | |
| a | .b11977243 |
| 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) | 051208 |
| 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 | 22-AIT Thesis (Replacement) |
| 942 ## - ADDED ENTRY ELEMENTS (KOHA) | |
| Koha item type | 40-Archives |
| 909 ## - LOCAL ITEMS USED | |
| Barcode | Barcode : 30050004601828 |
| CREATED | CREATED : 2005-09-12 |
| RECORD Id | RECORD # : i12468976 |
| LPATRON | LPATRON : 1022270 |
| LCHKIN | LCHKIN : 2013-10-12 |
| RENEWALS | # RENEWALS : 0 |
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| 909 ## - LOCAL ITEMS USED | |
| Barcode | Barcode : 30050120818926 |
| CREATED | CREATED : 2014-04-21 |
| RECORD Id | RECORD # : i12789768 |
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| 909 ## - LOCAL ITEMS USED | |
| Barcode | Barcode : 30050160068325 |
| CREATED | CREATED : 2016-08-04 |
| RECORD Id | RECORD # : i12934781 |
| LPATRON | LPATRON : 0 |
| LCHKIN | LCHKIN : - |
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| 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 | 17/08/2026 | 50.00 | AIT Thesis no.ST-05-06 | 30050004601828 | 17/08/2026 | 1 | 17/08/2026 | 20-AIT Publication | ||||
| Available for Loans | Asian Institute of Technology Library | Asian Institute of Technology Library | AIT Publications | 17/08/2026 | 50.00 | AIT Thesis no.ST-05-06 | 30050120818926 | 17/08/2026 | 3 | 17/08/2026 | 22-AIT Thesis (Replacement) | ||||
| Available for Loans | Asian Institute of Technology Library | Asian Institute of Technology Library | Archives | 17/08/2026 | AIT Thesis no.ST-05-06 | 30050160068325 | 17/08/2026 | 1 | 17/08/2026 | 40-Archives |