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#1Hashem JahangirH-Index: 3
Last. Mohammad Reza EsfahaniH-Index: 12
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#1Hamit Kenan (YTU: Yıldız Technical University)H-Index: 1
#2C. Oktay Azeloglu (YTU: Yıldız Technical University)H-Index: 6
Abstract null null Tower cranes, which are composed of a lattice structure, are mostly used to transport heavy materials and equipment in construction sites. The delicate structure of tower cranes and operating conditions make them very sensitive to dynamic excitation such as instant overload for any reason caused by transported material or wind and earthquake effect. This study was carried out for investigating the seismic performance of tower crane mast types with different kinds of bracing co...
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#2Yongjian Liu (MOE: Chinese Ministry of Education)
Last. D.J. Zhu (MOE: Chinese Ministry of Education)
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#1Diogo FigueiraH-Index: 1
#2Ashraf F. AshourH-Index: 29
Last. Mustafa Sahmaran (Hacettepe University)H-Index: 25
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#1Seyed Behdad Alehojjat (IAU: Islamic Azad University)
#2Omid Bahar (International Institute of Earthquake Engineering and Seismology)H-Index: 4
Last. Masood Yakhchalian (IAU: Islamic Azad University)H-Index: 6
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Abstract null null This paper aims to propose straightforward modifications in the direct displacement-based design (DDBD) procedure to reach an optimal design for mid-rise steel moment-resisting frames (MRFs) equipped with linear fluid viscous dampers (FVDs). The modifications include using an alternative equivalent damping as well as applying the ratio of pseudo-spectral velocity to spectral velocity. To compare the proposed method with respect to the conventional DDBD procedure, the seismic p...
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#1Vui Van Cao (VNUHCM: Vietnam National University, Ho Chi Minh City)H-Index: 7
Abstract null null In this study, low and medium-rise non-ductile RC frame structures were selected and strengthened by external GFRP confinement. Non-linear time-history analyses, followed by damage analyses, were carried out for the un-strengthened and strengthened frames under different near/far-fault earthquakes, without and with soil-structure interaction (SSI). The obtained results indicated that the external GFRP confinement successfully prevents the collapse of non-ductile RC frames loca...
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#5Jian Zhong (Hefei University of Technology)H-Index: 7
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#2R.L. VollumH-Index: 13
Last. Lorenzo MacoriniH-Index: 22
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