نتایج جستجو برای: Rocking Stiffness

تعداد نتایج: 44551  

Journal: :civil engineering infrastructures journal 0
seyed farzad ahmadi department of civil engineering, school of science and engineering, sharif university of technology, international campus, kish island, p.o. box 79417-76655, kish, iran morteza eskandari department of civil engineering, school of science and engineering, sharif university of technology, international campus, kish island, p.o. box 79417-76655, kish, iran

the asymmetric problem of rocking rotation of a circular rigid disk embedded in a finite depth of a transversely isotropic half-space is analytically addressed. the rigid disk is assumed to be in frictionless contact with the elastic half-space. by virtue of appropriate green's functions, the mixed boundary value problem is written as a dual integral equation. employing further mathematica...

The asymmetric problem of rocking rotation of a circular rigid disk embedded in a finite depth of a transversely isotropic half-space is analytically addressed. The rigid disk is assumed to be in frictionless contact with the elastic half-space. By virtue of appropriate Green's functions, the mixed boundary value problem is written as a dual integral equation. Employing further mathematical tec...

Abdolreza S. Moghadam Masoumeh Farshbaf,

Residual drifts after severe earthquakes interrupt serviceability of buildings. Retrofitting of such buildings is in many cases very difficult and consumes lots of time and money. Recently, there are some attempts to develop the seismic design procedures to not only satisfy life safety criteria but also lead to more economical buildings. One of these modern methods of improving seismic performa...

2003
C. J. Younis

The response of a bridge tower-pier system resting on elastic soil, with a sliding foundation obeying Coulomb's friction law, is studied. The stiffness and damping of the supporting soil is fully taken into account. The action of the suspension bridge cables is equivalent to a horizontal elastic restraint at the top of the tower. The differential equations of motion of the pier are formulated f...

Journal: :Earthquake Engineering & Structural Dynamics 2021

Allowing structures to rock during an earthquake can effectively provide base isolation at a relatively small cost. Rocking limits the shear demand and provides self-centering, but rocking response depends on energy dissipation caused by interaction with soil impacts re-centering. This paper addresses computational modeling of buildings that have either been designed beneath their foundation (f...

2001
Jian Zhang Nicos Makris

............................................................................................................................... iii ACKNOWLEDGMENTS ............................................................................................................. v TABLE OF CONTENTS ............................................................................................................ vii LIST O...

2015
Keishi Ashida Yoshifumi Morita Ryojun Ikeura Kiyoko Yokoyama Ming Ding Yuki Mori

We investigated the most effective rocking motion for inducing sleep in adults. We prepared ten types of rocking motions, including two types of mother’s rocking motions. The sleep-inducing effect of all the rocking motions was evaluated using Thurstone’s paired comparison method (Case V). From statistical analysis of the subjective experimental results we found that, of the ten types of rockin...

2017
Athanasios Agalianos Antonia Psychari Michalis F. Vassiliou Bozidar Stojadinovic Ioannis Anastasopoulos

Rocking isolation of structures is evolving as an alternative design concept in earthquake engineering. The present paper investigates the seismic performance of an actual overpass bridge of the Attiki Odos motorway (Athens, Greece), employing two different concepts of rocking isolation: (a) rocking of the piers on the foundation (rocking piers); and (b) rocking of the pier and foundation assem...

نمودار تعداد نتایج جستجو در هر سال

با کلیک روی نمودار نتایج را به سال انتشار فیلتر کنید