نتایج جستجو برای: vertical component

تعداد نتایج: 702361  

Ali Delnavaz Ali ShiriTorkamani Hasan Aghabarati

In this study we tried to consider effect of vertical component of  near zone earthquake (10 to 15 km far from fault) such as Kobe 1995, Northridge 1994, Loma prieta 1989 and Chichi 1999 on a concrete cable bridge by a 320m span in the middle which was built on different type of soils. The SAP software (version14) was selected because I should have done linear and non-linear time history anal...

Journal: :journal of mining and environment 2014
sujit kumar mandal n.k bhagat m.m singh

transmission of blast waves is a complex phenomenon and the characteristics vary with blast design parameters and geo-technical properties of medium. frequency of vibration and triggering component for structural excitation generally quantifies safe vibration magnitude. at closer distance or higher elevations than the blast locations, vertical or transverse component will be the first arrival t...

ژورنال: :علوم و مهندسی زلزله 0
افشین کلانتری پژوهشگاه بین المللی زلزله شناسی و مهندسی زلزله سید امیرحسین مؤیدی پژوهشگاه بین المللی زلزله شناسی و مهندسی زلزله

یکی از راههای مناسب برای کاهش تقاضای لرزه ای سازه ها افزایش زمان تناوب و میرایی است. این مهم توسط جداسازها امکانپذیر خواهد بود. با توجه به این موضوع، عملکرد مناسب سازه های جداسازی شده در مناطق نزدیک گسل به عملکرد مناسب جداسازها تحت مؤلفه قائم زلزله وابسته است. با توجه به خطر لرزه ای زیاد در کشور و وجود گسلهای فراوان در نزدیکی بسیار ی از شهرها ی  بزرگ، احتمال وقوع زلزله های حوزه نزدیک با مؤلفه ق...

Journal: :journal of the structural engineering and geotechnics 0
maziar basirololoomi m. sc student, department of civil engineering, eslamshahr branch, islamic azad university, tehran, iran armin aziminejad assistant professor, department of civil engineering, science and research branch, islamic azad university, tehran, iran. fariman ranjbaran assistant professor, department of civil engineering, eslamshahr branch, islamic azad university, tehran, iran

moment-resisting frames have extensive usage in earthquake-prone areas and high ability in energy dissipation.after the earthquake in northridge 1994,kobe 1995 fixed connections of steel structures have shown poor performance and generally they were caught brittle fracture of beam flange weld to the column.in order to remedy to avoid similar situations in future earthquakes,researchers introduc...

Armin Aziminejad Fariman Ranjbaran Maziar Basirololoomi,

Moment-resisting frames have extensive usage in earthquake-prone areas and high ability in energy dissipation.After the earthquake in Northridge 1994,Kobe 1995 fixed connections of steel structures have shown poor performance and generally they were caught brittle fracture of beam flange weld to the column.In order to remedy to avoid similar situations in future earthquakes,researchers introduc...

Hooman Mazlooma Maryam Firoozi Nezamabadi

The aim objective of this study is to investigate the effects of near-field earthquakes on the response of mid-rise buildings with tubular structure.  For this purpose, a 20-story building with a square plan of six by six bays, all with 6 m span, and story height of 3.70 m is considered.  Axial force of columns, shear lag, and inter-story drift values are used as the main response parameters. N...

1969
Ben R. Bullock Lyle Horn Donald R. Johnson

The validity of the adiabatic assumption used in estimating vertical motion is examined by comparing the relative contributions due to adiabatic processes with the diabatic process of infrared cooling. Radiometersonde data are used to prepare vertical profiles of the adiabatic and infrared components of the vertical motion. These data are first filtered to reduce the effect of random errors. Al...

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