Non-linear seismic responses of tunnels within normal fault ground under obliquely incident P waves
• The formulas of the equivalent nodal forces for the plane seismic P waves with arbitrary incident angles are deduced. • The 2-D input of P waves is implemented into the commercial software ABAQUS. • The tunnel buried in hanging wall, foot wall and fault suffers different damage and failure mechani...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Huang, Jingqi [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2017 |
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| Schlagwörter: |
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| Umfang: |
14 |
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| Übergeordnetes Werk: |
Enthalten in: Flowers – Sunshine for the soul! How does floral colour influence preference, feelings of relaxation and positive up-lift? - Zhang, Liwen ELSEVIER, 2022, incorporating one Trenchless technology research supplement : the official journal of the International Tunnelling Association, Amsterdam [u.a.] |
|---|---|
| Übergeordnetes Werk: |
volume:61 ; year:2017 ; pages:26-39 ; extent:14 |
| Links: |
|---|
| DOI / URN: |
10.1016/j.tust.2016.09.006 |
|---|
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ELV040475794 |
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| 520 | |a • The formulas of the equivalent nodal forces for the plane seismic P waves with arbitrary incident angles are deduced. • The 2-D input of P waves is implemented into the commercial software ABAQUS. • The tunnel buried in hanging wall, foot wall and fault suffers different damage and failure mechanics. • The seismic responses of tunnel in normal fault ground are highly affected by the incident angle of P waves. | ||
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Non-linear seismic responses of tunnels within normal fault ground under obliquely incident P waves |
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• The formulas of the equivalent nodal forces for the plane seismic P waves with arbitrary incident angles are deduced. • The 2-D input of P waves is implemented into the commercial software ABAQUS. • The tunnel buried in hanging wall, foot wall and fault suffers different damage and failure mechanics. • The seismic responses of tunnel in normal fault ground are highly affected by the incident angle of P waves. |
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• The formulas of the equivalent nodal forces for the plane seismic P waves with arbitrary incident angles are deduced. • The 2-D input of P waves is implemented into the commercial software ABAQUS. • The tunnel buried in hanging wall, foot wall and fault suffers different damage and failure mechanics. • The seismic responses of tunnel in normal fault ground are highly affected by the incident angle of P waves. |
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• The formulas of the equivalent nodal forces for the plane seismic P waves with arbitrary incident angles are deduced. • The 2-D input of P waves is implemented into the commercial software ABAQUS. • The tunnel buried in hanging wall, foot wall and fault suffers different damage and failure mechanics. • The seismic responses of tunnel in normal fault ground are highly affected by the incident angle of P waves. |
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<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">ELV040475794</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230624073643.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">180603s2017 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1016/j.tust.2016.09.006</subfield><subfield code="2">doi</subfield></datafield><datafield tag="028" ind1="5" ind2="2"><subfield code="a">GBVA2017013000001.pica</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)ELV040475794</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(ELSEVIER)S0886-7798(16)30097-9</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="082" ind1="0" ind2=" "><subfield code="a">690</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">690</subfield><subfield code="q">DE-600</subfield></datafield><datafield tag="082" ind1="0" ind2="4"><subfield code="a">630</subfield><subfield code="a">640</subfield><subfield code="a">570</subfield><subfield code="q">VZ</subfield></datafield><datafield tag="084" ind1=" " ind2=" "><subfield code="a">BIODIV</subfield><subfield code="q">DE-30</subfield><subfield code="2">fid</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Huang, Jingqi</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Non-linear seismic responses of tunnels within normal fault ground under obliquely incident P waves</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2017</subfield></datafield><datafield tag="300" ind1=" " ind2=" "><subfield code="a">14</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zzz</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">z</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">nicht spezifiziert</subfield><subfield code="b">zu</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">• The formulas of the equivalent nodal forces for the plane seismic P waves with arbitrary incident angles are deduced. • The 2-D input of P waves is implemented into the commercial software ABAQUS. • The tunnel buried in hanging wall, foot wall and fault suffers different damage and failure mechanics. • The seismic responses of tunnel in normal fault ground are highly affected by the incident angle of P waves.</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Incident angle</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">P waves</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Normal fault</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Non-linear response</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="650" ind1=" " ind2="7"><subfield code="a">Tunnels</subfield><subfield code="2">Elsevier</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Zhao, Mi</subfield><subfield code="4">oth</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Du, Xiuli</subfield><subfield code="4">oth</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="n">Elsevier Science</subfield><subfield code="a">Zhang, Liwen ELSEVIER</subfield><subfield code="t">Flowers – Sunshine for the soul! 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