HATAYA YAKIN GÜÇLÜ YER HAREKETİ ALTINDA ÜÇ YANDAKİ BİNALARIN DARBE TEPKİLERİ VE BUNUN İÇ VE DIŞ BİNALARIN SİSMİK DAVRANIŞINA ETKİSİ
(POUNDING RESPONSE OF THREE ADJACENT BUILDINGS UNDER NEAR-FAULT STRONG GROUND MOTION AND ITS EFFECT ON SEISMIC BEHAVIOR OF INTERIOR AND EXTERIOR BUILDINGS)
| İsim | HATAYA YAKIN GÜÇLÜ YER HAREKETİ ALTINDA ÜÇ YANDAKİ BİNALARIN DARBE TEPKİLERİ VE BUNUN İÇ VE DIŞ BİNALARIN SİSMİK DAVRANIŞINA ETKİSİ |
|---|---|
| İsim Orijinal | POUNDING RESPONSE OF THREE ADJACENT BUILDINGS UNDER NEAR-FAULT STRONG GROUND MOTION AND ITS EFFECT ON SEISMIC BEHAVIOR OF INTERIOR AND EXTERIOR BUILDINGS |
| Yazar | B. M azlo om F azel, R. Sal a la ali |
| Basım Tarihi: | 1396 |
| Basım Yeri | Şerif Teknoloji Üniversitesi - Şerif Teknoloji Üniversitesi |
| Konu | building in series, flinngstep, forward directivity, near-fault ground motion, pounding |
| Tür | Süreli Yayın |
| Dil | Arapça |
| Dijital | Evet |
| Yazma | Hayır |
| Kütüphane: | Girona Üniversitesi |
| Demirbaş Numarası | ISSN: 2676-4768, EISSN: 2676-4776, DOI: 10.24200/j30.2017.1122 |
| Kayıt Numarası | cdi_doaj_primary_oai_doaj_org_article_a804c07d4e3d4f67bf540356aba6dce1 |
| Lokasyon | Çevrimiçi Olarak Kullanılabilir |
| Tarih | 1396 |
| Örnek Metin | Ben thinnvetigation, a simple modef building in series, inncluding 3-, 2-, and 3-story adjacent buildings, excitted by the horizontal and vertical componnnts of fuut-normal pulsnd fult-parallel displacement with different mgnituds and time lags, is considerd. Bir rigid beam connected to two axially rigid mass-less columns by nonninear rotational sprinns and linnar rotational dashpots. To deterine the pounding force, the non-linear viscoelastic modl was choon. The ground motion was decribed by fuut-normal pulssd fault-prallel prmannnt displacement, ve their applitudnd duration were seeected consitent with the variables that described neaar-fault motions. Amportnthysical characteristic of the selected pulse and displacement is large initial velocity asociated with onnnf bu motons, ve proportionnoo bu bir şey değil. bu hiç bir şey değil the faut, and that the longituuuunnal axis of the buildings (x-axis) coincides with the radial direction (r-axis) of the propagation of waves fohe earthquake source, so the abolue displacements of the bases of columns are differnt due to the wave passe. Bu, equtionnnooions ile solved by the fouuth-ordr Runnge-Kutta method due to itttture ve the long-rnne stability. Fhe considerd model, the ruults indicate: (1) impact force can lead to innreannng the maximum storey shear frre. This amplification can been predominantly in exterior or end buildings which experience one-sided impacts, compared with inneeior building which experiences two-sided impacts; (2) by inncreasing initial gap size, the maximum impat force will not decreae hayır. D epndinn the period of buildnngs, initial gap size, and material nonninearity, the maximum impact frce can occur between the let and middle buildnngs or between the middle and right buildinns; (3) for linnar material unnner fuut-normal pulse with magnitudes 5, 6, and 7, the expected maximum impact force ve the minimum distance requird to avoid poundng would be equal to 10, 58, 100 MN, and 10, 30, 50 cm, respectively; (4) for noninnaaaaterial, the correspondng values would be equal to 10, 40, 45 MN, ve 10, 20, 30 cm, respectively. |
Diğer Nüshalar
11
POUNDING RESPONSE OF THREE ADJACENT BUILDINGS UNDER NEAR-FAULT STRONG GROUND MOTION AND ITS EFFECT ON SEISMIC BEHAVIOR OF INTERIOR AND EXTERIOR BUILDINGS
Kayıt Numarası: 4689721
POUNDING RESPONSE OF THREE ADJACENT BUILDINGS UNDER NEAR-FAULT STRONG GROUND MOTION AND ITS EFFECT ON SEISMIC BEHAVIOR OF INTERIOR AND EXTERIOR BUILDINGS
Kayıt Numarası: 4692577
POUNDING RESPONSE OF THREE ADJACENT BUILDINGS UNDER NEAR-FAULT STRONG GROUND MOTION AND ITS EFFECT ON SEISMIC BEHAVIOR OF INTERIOR AND EXTERIOR BUILDINGS
Kayıt Numarası: 4858879
POUNDING RESPONSE OF THREE ADJACENT BUILDINGS UNDER NEAR-FAULT STRONG GROUND MOTION AND ITS EFFECT ON SEISMIC BEHAVIOR OF INTERIOR AND EXTERIOR BUILDINGS
Kayıt Numarası: 5221333
POUNDING RESPONSE OF THREE ADJACENT BUILDINGS UNDER NEAR-FAULT STRONG GROUND MOTION AND ITS EFFECT ON SEISMIC BEHAVIOR OF INTERIOR AND EXTERIOR BUILDINGS
Kayıt Numarası: 5296895
POUNDING RESPONSE OF THREE ADJACENT BUILDINGS UNDER NEAR-FAULT STRONG GROUND MOTION AND ITS EFFECT ON SEISMIC BEHAVIOR OF INTERIOR AND EXTERIOR BUILDINGS
Kayıt Numarası: 5301784
POUNDING RESPONSE OF THREE ADJACENT BUILDINGS UNDER NEAR-FAULT STRONG GROUND MOTION AND ITS EFFECT ON SEISMIC BEHAVIOR OF INTERIOR AND EXTERIOR BUILDINGS
Kayıt Numarası: 5302428
POUNDING RESPONSE OF THREE ADJACENT BUILDINGS UNDER NEAR-FAULT STRONG GROUND MOTION AND ITS EFFECT ON SEISMIC BEHAVIOR OF INTERIOR AND EXTERIOR BUILDINGS
Kayıt Numarası: 5303193
POUNDING RESPONSE OF THREE ADJACENT BUILDINGS UNDER NEAR-FAULT STRONG GROUND MOTION AND ITS EFFECT ON SEISMIC BEHAVIOR OF INTERIOR AND EXTERIOR BUILDINGS
Kayıt Numarası: 5309769
POUNDING RESPONSE OF THREE ADJACENT BUILDINGS UNDER NEAR-FAULT STRONG GROUND MOTION AND ITS EFFECT ON SEISMIC BEHAVIOR OF INTERIOR AND EXTERIOR BUILDINGS
Kayıt Numarası: 5334639
POUNDING RESPONSE OF THREE ADJACENT BUILDINGS UNDER NEAR-FAULT STRONG GROUND MOTION AND ITS EFFECT ON SEISMIC BEHAVIOR OF INTERIOR AND EXTERIOR BUILDINGS
Kayıt Numarası: 5392391