نتایج جستجو برای: retrofitting steel buildings slit steel shear wall damper device non

تعداد نتایج: 2228427  

Journal: :journal of rehabilitation in civil engineering 2015
seyed amir hossein hashemi gholamreza ghodrati amiri farzaneh hamedi

results of damage prediction in buildings can be used as a useful tool for managing and decreasing seismic risk of earthquakes. in this study, damage spectrum and c4.5 decision tree algorithm were utilized for damage prediction in steel buildings during earthquakes. in order to prepare the damage spectrum, steel buildings were modeled as a single-degree-of-freedom (sdof) system and time-history...

Response modification factors (R-factor) are used in current seismic building codes to reduce earthquake forces associated with seismic design level to determine force levels. In recent years, many authors have shown great interest in the development of seismic structural systems and several theoretical and experimental studies have been conducted to investigate performance of dampers but littl...

Journal: :Buildings 2023

Unreinforced masonry (UM) is well known as a vulnerable structure against earthquakes. However, it remains popular structural system for low-rise residential housing in many high-seismicity areas, particularly developing regions due to its low cost and easy construction. In the present study, retrofitting strategy using locally available material, bamboo strips, was proposed. addition fast-grow...

Recently, steel structures have been accounted for a large percentage of the buildings due to their advantages such as higher execution speed and easier construction. In steel structures, welded joints are commonly used and their quality plays a key role in stability of buildings under applied loads. Hence, to increase resiliency of welded steel structures against natural hazards, welded joints...

Journal: :international journal of advanced structural engineering 2009
mariella diaferio dora foti riccardo nobile

in this paper the optimal design of a dissipator made of aluminium and steel and principallysubjected to shear forces and the preliminary results of the characterization tests are described.the device has been designed on the basis of an optimization procedure with the objective tomaximize the energy dissipated in the device. the response of a 3d frame equipped with thedevice and subjected to 7...

2018
Marco Corradi Romina Sisti Antonio Borri

URM (Unreinforced Masonry) historic buildings can be generally arranged into three categories: adobe, brick and stone masonry. However, a common feature of URM structures is typically the low mechanical properties of the masonry material, especially in terms of shear strength. URM buildings are not amenable to seismic analysis, and the relatively low strength of stone and brickwork masonry ofte...

Journal: :international journal of civil engineering 0
m. mohamamdi ghazimahalleh iiees (as mentioned before) r. m. ghazimahalleh iiees, msc. student, school of civil engineering, university of tehran, tehran, islamic republic of iran

a new type of infilled frame has been recently proposed. it has a frictional sliding fuse, horizontally installed at the mid-height of the infill. it has already shown that such infilled frames have higher ductility, strength and damping ratio as well as more enhanced hysteresis cycles, compared with regular infilled frames. this experimental paper is focused on the influence of gravitational l...

2012
Miao Pang Shuai Yang

Rammed earth construction is an ancient technique which has recently attracted renewed interest throughout the world. Although rammed earth is currently regarded as a promising material in the construction industry in the context of sustainable development, it is difficult to quantify its bearing capacity, mechanical performance, as well as retrofitting approach, which discourages people from l...

2012
M. I. Todorovska M. Rahmani

Recent advances in the development of a wave travel time methodology for earthquake damage detection in buildings, for use in rapid assessment of structural health following an earthquake, are reviewed. Its main advantages over the modal methods are the insensitivity to the effects of soil-structure interaction, local nature, and robustness when applied to real structures and strong earthquake ...

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