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17 research outcomes, page 1 of 2
  • publication . Article . 2015
    Open Access Persian
    Authors:
    Seyyed Ali Razavian Amrei; Gholamreza Ghodrati Amiri; Safdar Zeinali Rastabi;
    Publisher: Iranian Society of Structrual Engineering (ISSE)

    Due to earthquake science advances, the prediction of probable earthquake intensity in different regions is approximately possible. But it is not possible to predict the time of earthquake occurrence, so there should be considered some other measures to have the lowest ...

  • publication . Article . 2015
    Open Access Persian
    Authors:
    Vahid Lotfi; Javad Amanabadi;
    Publisher: Iranian Society of Structrual Engineering (ISSE)

    The dynamic analysis of concrete arch dam by employing wavenumber approach has been investigating. In previous studies, the analysis was limited for concrete gravity dam. It is well-known that the difficult approach for solving this problem relies heavily on employing a...

  • publication . Article . 2015
    Open Access Persian
    Authors:
    Mohammad Hosein Taghizadeh; Alaeddin Behravesh; Ahmad Akbarlou;
    Publisher: Iranian Society of Structrual Engineering (ISSE)

    In our country, concrete is commonly used for the construction of bridges deck. But the Heavy weight of concrete decks and the impossibility of making them as long-span bridges deck has caused the engineers to think a new material that besides lightness and ease of impl...

  • publication . Article . 2015
    Open Access Persian
    Authors:
    Gholamreza Havaei; Ehsan Mobedi;
    Publisher: Iranian Society of Structrual Engineering (ISSE)

    Usually structures are designed under codes based on the assumption that the soil stiffness is infinite, so the foundation rests firmly on the soil. In many cases, the overturning moment due to the lateral forces may exceed the resisting moment due to the gravity forces...

  • publication . Article . 2015
    Open Access Persian
    Authors:
    Saeed Ghaffarpour Jahromi; Navid Esmaeili;
    Publisher: Iranian Society of Structrual Engineering (ISSE)

    The goal of this research is to study the effect of the space between long and short piles beneath combined deep foundation caps on the forces acting on piles and the resulting summit, all done by considering variables such as; short pile length, soil pad stiffness (cus...

  • publication . Article . 2016
    Open Access Persian
    Authors:
    Saeed Abbasi Karafshani; Alireza Ardakani Ardakani; Mansoor Yakhchalian;
    Publisher: Iranian Society of Structrual Engineering (ISSE)

    Ground motions recorded in near-fault sites, where the rupture propagates toward the site, are significantly different from those observed in far-fault regions. In this research, finite element modeling is used to compare the effects of near- and far-fault ground motion...

  • publication . Article . 2015
    Open Access Persian
    Authors:
    Babak Hajimohammadi; Hamid Zafarani; Abbas Ghalandarzadeh;
    Publisher: Iranian Society of Structrual Engineering (ISSE)

    Common attenuation equations are developed by seismic records which belong to earthquakes that have happened so far. Although there are many recorded data during last 50 years, it is not possible to consider all possible wave propagation paths, site types and fault rupt...

  • publication . Article . 2015
    Open Access Persian
    Authors:
    Mahdi Izadi; Mohammad Izadi Mohammad Izadi; Abbas Akbar Pour;
    Publisher: Iranian Society of Structrual Engineering (ISSE)

    Vulnerable buildings and their rehabilitation are important problems for earthquake regions. In recent decades the goal of building rehabilitation and strengthening has gained different rehabilitation systems. However, most of these strengthening techniques disturb the ...

  • publication . Article . 2015
    Open Access Persian
    Authors:
    Alireza Habibi; Reza gholami;
    Publisher: Iranian Society of Structrual Engineering (ISSE)

    Common methods analysis and design of structures are based according to elastic analysis and and reduction of earthquake forces. This reduction design load in the codes is done by the behavior factors. Applying the non-linear static analysis and make ideals pushover cur...

  • publication . Article . 2015
    Open Access Persian
    Authors:
    Mohsen Ali Shayanfar; Reza ZareBidoki;
    Publisher: Iranian Society of Structrual Engineering (ISSE)

    Having very simplicity, nonlinear static procedures (NSPs) are the most popular tools for estimation of structural capacity. These approaches construct a graphic display of the overall structural response via a pushover curve. The overall response of the system provides...

17 research outcomes, page 1 of 2