نتایج جستجو برای: seismic displacement measurements

تعداد نتایج: 451805  

Journal: :international journal of civil engineering 0
f. r. rofooei n. k. attari a. rasekh a.h. shodja

pushover analysis is a simplified nonlinear analysis technique that can be used to estimate the dynamic demands imposed on a structure under earthquake excitations. one of the first steps taken in this approximate solution is to assess the maximum roof displacement, known as target displacement, using the base shear versus roof displacement diagram. that could be done by the so-called dynamic p...

2010
Paul W. Pomeroy

Two recent developments in seismometry allow the study of seismic phenomena over a broad period range. Block and Moore [1970] developed a quartz accelerometer with the required stability and sensitivity to record seismic waves as well as earth tides. The instrument, especially useful at periods greater than 80 sec, recorded free oscillations of the earth associated with an earthquake of magnitu...

2012
Y. Murono H. Motoyama

Computing displacement from measured acceleration is important for understanding the characteristics of an earthquake. However, to obtain such displacement with a good accuracy is difficult. It is partly because the low-frequency component dominating the behavior of the displacement is often affected by the sensor’s tilt and the measurement error. To avoid these, a high pass filter is usually a...

2013
Atul K. Desai

To increase the maximum span of cable-stayed bridges, Uwe Starossek has developed a modified statical system. The basic idea of this new concept is the use of pairs of inclined pylon legs that spread out longitudinally from the foundation base or from the girder level. Spread-pylon cable-stayed bridge has distinct advantage like reduction of sag of cables and oscillation of cable during earthqu...

ژورنال: :علوم و مهندسی زلزله 0
فرشاد فولادی دانشگاه رازی کرمانشاه مهنوش بیگلری دانشگاه رازی کرمانشاه ایمان عشایری دانشگاه رازی کرمانشاه

مباحث مربوط به مکانیک خاکها ی غیراشباع که اخیراً بیشتر مورد توجه قرار گرفته و بسیاری از مفاهیم مکانیک خاک کلاسیک را به چالش کشیده است نشان می دهد توصیف محیط های متشکل از سه فاز، نیازمند پارامترهای بیشتر و جدیدتری نسبت به محیط های متشکل از دو فاز آب و مواد جامد می باشد که سبب پیچیده تر شدن مفاهیم مکانیک خاک غیراشباع شده است. در این تحقیق، پاسخ لرزه ای آبرفتهای غیراشباع زنوز کائولین، توف کاملاً تجز...

2007
Mark Dyson Sarah Titus

Introduction......................................................................................................................... 1 TriMan software package ................................................................................................... 2 The numeric model ......................................................................................................... 3 Inverse m...

2011
Fei Song Jian-Min Zhang

The evaluation of seismic earth pressures is of vital importance for the earthquake resistant design of various retaining walls and infrastructures. It is one of the key research subjects in soil mechanics and geotechnical engineering. In engineering practices, the magnitude and distribution of seismic earth pressures are greatly affected by the mode and amount of wall displacement. However, cl...

2006
Gregory F. Moore Brian Taylor

Multichannel seismic-reflection data collected on the Peru margin as part of Leg 112 of the Ocean Drilling Program predrilling site survey define some tectonic and sedimentary features of the Lima and Yaquina basins. A narrow accretionary prism is imaged at the toe of the trench slope in both areas. Landward of the accretionary prism is a transition zone that may be underlain by older accreted ...

Journal: Desert 2020
A. Mehrabi M. Pourkhosravini, Z. Amirjahanshahi

Communication and transportation networks are among the most important infrastructures critically involved in the development of different countries. The structural and tectonic position of Iran causes significant damage to its communication networks every year. Therefore, it is essential to adopt an integrated and flexible approach for assessing seismic risk in terms of available indicators. T...

Journal: :international journal of civil engineering 0
m. mahmoudi shahid rajaee teacher training university t. teimoori shahid rajaee teacher training university h. kozani shahid rajaee teacher training university

the current building codes provide limited prescriptive guidance on design for protection of buildings due to progressive collapse. progressive collapse is a situation in which a localized failure in a structure, caused by an abnormal load, such as explosions or other happenings. three procedures, often employed for determination of the structural response during progressive collapse i.e. linea...

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