نتایج جستجو برای: seismic code edition

تعداد نتایج: 230306  

Ch.Ch. Mitropoulou , N.D. Lagaros,

One of the main tasks of engineers is to design structural systems light and economic as possible, yet resistant enough to withstand all possible loads arising during their service life and to absorb the induced seismic energy in a controlled and predictable fashion. The traditional trial-and-error design approach is not capable to determine an economical design satisfying also the code require...

Although several studies have investigated the effect of degradation on the behavior of structures, investigations on collapse margin ratios are rare in the literature. In this study, the effect of strength and stiffness degradation on collapse capacity of steel moment frames is investigated. The aim is to determine margin of safety against collapse using a probabilistic approach. For this reas...

Journal: :International Journal of Technology: IJ Tech 2022

Calculation of site coefficient and design response spectral acceleration are two important steps in the seismic buildings. According to Indonesian Seismic Code 2019, information requirements for calculations

Progressive collapse is defined as the spread of an initial damage from one member to another, leading to extensive partial or total collapse of the structure. In this research, the potential of progressive collapse due to a sudden removal of vertical load-bearing elements in reinforced concrete buildings structures with different floor plans such as geometrical regular and irregular floor plan...

1993
M. Kern W. W. Symes

We present a parallel implementation of a seismic inversion code. Parallelism is exploited at the loop level within the nite diierence modeling, as this is the most time consuming part of the code. We give details of our implementation, and present numerical results. We have reached a performance of 750 MMops on one processor, and over 4 GGops on 16 processors, on a Cray C90.

Journal: :international journal of civil engineering 0
guray arslan insaat fak. davutpasa kampus 34220 esenler-istanbul/turkiye melih hacisalihoglu insaat fak. davutpasa kampus 34220 esenler-istanbul/turkiye muzaffer balci insaat fak. davutpasa kampus 34220 esenler-istanbul/turkiye muzaffer borekci insaat fak. davutpasa kampus 34220 esenler-istanbul/turkiye

the main cause of structural damage in buildings subjected to seismic actions is lateral drift. in almost all reinforced concrete (rc) structures, whether designed with walls or frames, it is likely to be the code drift limits that control the design drift. the design drift limits and their contribution to damage may be represented indirectly through the material strain limits. the aim of this ...

1998
M. Karrenbach M. Jacob

Within Geophysics, seismic methods are an essential tool for petroleum and gas exploration. They produce images of the earth's interior and let explorationists analyze the geological structure of the underground. The memory and time requirements of seismic calculations suggest parallel implementations. In Fortran, however, parallel program code often not only lacks maintainability and reusabili...

Hasan Aghbarati M. Askari,

Near-fault ground motions have caused very much damage in the vicinity of seismic sources during recent earthquakes. It is well known that under specific circumstances, intensive ground shakings near fault ruptures may be characterized by short-duration impulsive motions. This pulse-type motion is generally particular to the forward direction, where the fault rupture propagates towards the site...

2015
Lv Yajun

To evaluate the seismic performance of pre-cast concrete shear wall with vertical reinforcements spliced by two different grout ways, quasi-static tests of two concrete shear walls holed by prefabricated corrugated pipe and one concrete shear wall holed by drawing out the pipe were tested. The test results showed that the wall holed by prefabricated corrugated pipe was basically the same as the...

2008
D. Muir Wood

Aseismic design of gravity wall still is a more difficult issue. The reason stems from the complexity of the problem which requires skills in soil mechanics, foundation engineering, soil-structure interaction along with knowledge of structure dynamics. Designing seismic gravity retaining structures deals with both kinematic interaction and inertial interaction but almost seismic building code n...

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