000 | 03468cam a2200481Ki 4500 | ||
---|---|---|---|
001 | 43135 | ||
003 | 0000000000 | ||
005 | 20240411193110.0 | ||
006 | m o d | ||
007 | cr |n||||||||| | ||
008 | 171204s2018 si ob 001 0 eng d | ||
019 |
_a1017946727 _a1021270704 _a1027986572 _a1032270812 |
||
020 |
_a9789811071256 _q(electronic bk.) |
||
020 |
_a981107125X _q(electronic bk.) |
||
020 | _z9789811071249 | ||
020 | _z9811071241 | ||
024 | 7 |
_a10.1007/978-981-10-7125-6 _2doi |
|
035 | _a(OCoLC)1013820812 | ||
035 |
_a(OCoLC)1013820812 _z(OCoLC)1017946727 _z(OCoLC)1021270704 _z(OCoLC)1027986572 _z(OCoLC)1032270812 |
||
040 |
_aYDX _beng _epn _erda _cYDX _dN$T _dGW5XE _dAZU _dOCLCF _dUAB _dMERER _dOCLCQ _dVT2 _dU3W _dOCLCQ |
||
050 | 4 | _aTA654.6 | |
072 | 7 |
_aTEC _x009020 _2bisacsh |
|
082 | 0 | 4 |
_a624.1762 _223 |
100 | 1 |
_aNazari, Fadzli Mohamed, _eauthor |
|
245 | 1 | 0 |
_aSeismic fragility assessment for buildings due to earthquake excitation / _cFadzli Mohamed Nazri |
264 | 1 |
_aSingapore : _bSpringer, _c2018 |
|
300 | _a1 online resource | ||
336 |
_atext _btxt _2rdacontent |
||
337 |
_acomputer _bc _2rdamedia |
||
338 |
_aonline resource _bcr _2rdacarrier |
||
490 | 1 | _aSpringerBriefs in applied sciences and technology, Computational mechanics | |
504 | _aIncludes bibliographical references and index | ||
505 | 0 | _aIntroduction -- Overview of the Seismic Fragility Assessment -- Framework of the Assessment -- Performance of the Buildings Model due to the Nonlinear Analysis -- Summary | |
506 | _aAvailable to OhioLINK libraries | ||
520 | _aThis book presents a simplified approach to earthquake engineering by developing the fragility curve for regular and irregular moment-resisting frames based on different types of structural material, height, and ground motion records. It examines six sets of concrete and steel frames, which vary in terms of their height (3-, 6- and 9-storey) and include regular and irregular frames. Each structure frame was designed based on Eurocode 2 and 3 with the aid of Eurocode 8 for earthquake loading. The SAP2000 software was used as the main tool for the pushover analysis and incremental dynamic analysis. Readers are first provided with background information on the development of nonlinear analysis in earthquake engineering. Subsequently, each chapter begins with a detailed explanation of the collapse of the structures and the application in nonlinear analysis. As such, the book will greatly benefit students from both public and private institutions of higher, particularly those who are dealing with the subject of earthquake engineering for the first time. It also offers a valuable guide for Civil Engineering practitioners and researchers who have an interest in structural and earthquake engineering | ||
650 | 0 |
_aEarthquake engineering. _0http://id.loc.gov/authorities/subjects/sh85040490 |
|
655 | 4 | _aElectronic books | |
710 | 2 |
_aOhio Library and Information Network. _0http://id.loc.gov/authorities/names/no95058981 |
|
776 | 0 | 8 |
_iPrinted edition: _z9789811071249 |
830 | 0 |
_aSpringerBriefs in applied sciences and technology. _pComputational mechanics. _0http://id.loc.gov/authorities/names/no2011179419 |
|
856 | _uhttps://drive.google.com/file/d/1Ry4O9Rjp1jwQ5sJJciF9eTKxksLFLpup/view?usp=sharing | ||
999 |
_c13134 _d13134 |