Effect of Seismic Loading to Prefabricated Connections
Endüstriyel yapıların çoğu prefabrik yapılardır ve yüksek sismik risk altında olan bölgeler üzerine inşa edilmişlerdir. Bu yüzden prefabrik yapılar depreme dayanıklı olmak zorundadır ve bu ancak yapı elemanlarının ve bunların montaj detaylarının uygun olması ile mümkündür.
DOĞAN, Mizam +2 more
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ON SEISMIC LOADS AND SEISMIC ZONING FACTORS
MINORU MAKINO, TADASHI SEIKE
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Shaking table model test and numerical analysis of the steeply dipping bedded rock slopes under seismic actions. [PDF]
Wang C +5 more
europepmc +1 more source
Seismic performance of reinforced concrete beam column joints strengthened with ECC shells. [PDF]
Xiao Z, Wang L, Huang R.
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Influence of soil-structure interaction and ground motion parameters on the seismic vulnerability of RC buildings. [PDF]
Debnath P, Das T, Choudhury D.
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Shear and Flexural Behavior of RC Columns with Rectangular Hollow Cross-Sections Under Cyclic Loading. [PDF]
Jin K, Choi H, Quan C.
europepmc +1 more source
Tephra seismites-Understanding seismic hazard of hidden faults by analyzing liquefied tephra layers in lakes. [PDF]
Kluger MO +9 more
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Investigation into the interactive feedback and rock burst mechanism under mining disturbance. [PDF]
Bai J +6 more
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Numerical simulation of reverse cyclic loading in precast column and pocket foundation connection. [PDF]
Hemamathi A, Jaya KP, Sukumar B.
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