Results 111 to 120 of about 5,621 (162)

Mechanical response analysis of tunnels crossing reverse faults under non-uniform seismic inputs. [PDF]

Sci Rep
Yang Y, Li X, Liu J, Chen S.
europepmc   +1 more source

Tephra seismites-Understanding seismic hazard of hidden faults by analyzing liquefied tephra layers in lakes. [PDF]

Sci Adv
Kluger MO, Melchert RA, Moratalla JM, Ilanko T, Lowe DJ, Moon VG, Villamor P, Chaneva J, Ross N, Orense RP.   +9 more
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Experimental study on strengthening interior beam column joints in reinforced concrete structures using wing walls. [PDF]

Sci Rep
Yuebing L, Qi Y, Hang W, Xitian H, Shuang X.   +4 more
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Stress Transfer Around Cross Passages in Shallow Tunnels: Effects of Volume Loss and Cross Passage Shape. [PDF]

Geotech Geol Eng (Dordr)
Saif A, Hussain M, Soranzo E, Wu W.
europepmc   +1 more source

Numerical simulation of reverse cyclic loading in precast column and pocket foundation connection. [PDF]

Sci Rep
Hemamathi A, Jaya KP, Sukumar B.
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Experimental study on seismic performance of prefabricated grid composite walls with different vertical connection forms. [PDF]

Sci Rep
Zhang CH, Wang XL, Qin Q, Cheng L, Gao ZG, Wang L, Zhang H, Xiong GH, Shang CL.   +8 more
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Study on rapid identification of soil slope boulders based on natural vibration frequency. [PDF]

Sci Rep
Jia Y, Liang Y, Song G, Wang H, Xie M, Hua S, Chen Z, Ma W, Niu T.   +8 more
europepmc   +1 more source

Sensitivity analysis and integrated optimization of placement and parameters of rotational friction dampers based on seismic energy approach considering soil-structure interaction. [PDF]

PLoS One
Jarrahi H, Vaziri SJ, Khatibinia M.
europepmc   +1 more source

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THE ASSESSMENT OF TOTAL SEISMIC MOMENT

Journal of Earthquake Engineering, 1999
In this paper we address two problems: (a) the estimation of the total moment release for the calculation of average strain rates and (b) the assessment of the contribution to the total moment of earthquakes smaller than those available in regional or global catalogues.
N. N. AMBRASEYS, S. K. SARMA
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Seismic moments and volume changes

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1976
For many situations of practical interest, the seismicity that results from ground deformation associated with a change in volume, Δ V, is related to the volume change by ΣM0 = Kμ∣ΔV∣, where ΣM0 is the sum of the seismic moments of the earthquake population, μ is the modulus of rigidity, and K is a factor close to 1.
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