Theses list

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Row Code Title Year Code Field XML View
4351 19566 Performance of Semi-Active Tuned Liquid Column Damper with Interval Type-2 Fuzzy Control under Broad-Band Random Vibration 0 khu-cv-ths-280-54184 Get XML Data 14 Time(s)
4352 19567 control of vibration of suspension bridge using novel mathematical relations in time and frequency domain 0 khu-cv-ths-280-54185 Get XML Data 16 Time(s)
4353 19568 Vibration control of Mid-rised building by tuned mass damper with impact particles under earthquake load 0 khu-cv-ths-280-54188 Get XML Data 13 Time(s)
4354 19569 Fabrication and strain sensibility assessment of carbon nanotube (CNT) cementitious composite 0 khu-cv-ths-280-54189 Get XML Data 14 Time(s)
4355 19570 Investigation on the seismic resilience of the steel structures by building information modeling method 0 khu-cv-ths-280-54190 Get XML Data 14 Time(s)
4356 19571 investigation of the performance of higt engineered cementitious composite (ECC) 0 khu-cv-ths-280-54193 Get XML Data 14 Time(s)
4357 19572 study of mechanical properties of ultra-lightweight concrete containing polystyrene particles reinforced by carbon fibers 0 khu-cv-ths-280-54194 Get XML Data 16 Time(s)
4358 19573 Resiliency design based on deformation of reinforced concrete structural elements with instructional performance (case study education building of Kharazmi University) 0 khu-cv-ths-280-54195 Get XML Data 21 Time(s)
4359 19574 seismic evaluation of braced frames with CMDB bracing system using static and incremental dynamic analysis 0 khu-cv-ths-280-54196 Get XML Data 15 Time(s)
4360 19575 study on progressive collapse initiation in RC frames 0 khu-cv-ths-280-54197 Get XML Data 15 Time(s)
4361 19576 Seismic behavior of self-standing arch roofs 0 khu-cv-ths-280-54198 Get XML Data 13 Time(s)
4362 19577 Analysis and Assesment of Seismic Response of Isolated Structure With Consideration of Soil-Structure Interation 0 khu-cv-ths-280-54199 Get XML Data 14 Time(s)
4363 19578 seismic performance of tall steel structures using brittleness curve from new method of nonlinear static modified(incremental modified pushover) 0 khu-cv-ths-280-54200 Get XML Data 11 Time(s)
4364 19579 The effect of the type of slippage on the performance of semi-rigid steel shear walls 0 khu-cv-ths-280-54202 Get XML Data 15 Time(s)
4365 19580 The effect of changing the position of the rational friction damper on seismic response of still buildings with irregularities in height 0 khu-cv-ths-280-54203 Get XML Data 13 Time(s)
4366 19581 development of a constitutive model for soft clay soils considering anisotropic elastic behavior and non-associated flow rule 0 khu-cv-ths-280-54204 Get XML Data 13 Time(s)
4367 19582 investigation of construction wastes release in roadside using AHP GIS- case study of Karaj city 0 khu-cv-ths-280-54208 Get XML Data 13 Time(s)
4368 19583 Technical and environmental assessment of the use of municipal waste incineration ash in the production of self-compaction concrete 0 khu-cv-ths-280-54210 Get XML Data 13 Time(s)
4369 19584 Health monitoring of bridges utilizing close range photogrammetry and neural network 0 khu-cv-ths-280-54211 Get XML Data 12 Time(s)
4370 19585 Factors affecting the creativity of civil engineers working in consulting and contracting companies of the construction industry 0 khu-cv-ths-280-54212 Get XML Data 15 Time(s)
4371 19586 Control of Vertical vibrations of the suspension bridge due to the aerodynamic phenomenon of vortex shedding, by Tuned Mass Damper (TMD) 0 khu-cv-ths-280-54213 Get XML Data 13 Time(s)
4372 19587 Control of torsional vibrations of the suspension bridge due to the aerodynamic phenomenon of vortex shedding, by PASSIVE ENERGY-DISSIPATION SYSTEM 0 khu-cv-ths-280-54216 Get XML Data 15 Time(s)
4373 19588 design and implementation of A lab-system for structure health monitoring using IoT 0 khu-cv-ths-280-54218 Get XML Data 16 Time(s)
4374 19589 Seismic performance control of high-rise steel buildings with peripheral bending frame system classified in the area near the fault 0 khu-cv-ths-280-54223 Get XML Data 13 Time(s)
4375 19590 Combined control of vibrations of high-rise structures with fuzzy logic type II under excitation Case study: 15-storey building of Kharazmi University 0 khu-cv-ths-280-54224 Get XML Data 17 Time(s)
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