Seismic Modal Contribution Factors.
- Published in:
- Bulletin of Earthquake Engineering, 2015, v. 13, n. 10, p. 2867, doi. 10.1007/s10518-015-9757-7
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- Publication type:
- Article
Works matching IS 1570761X AND DT 2015 AND VI 13 AND IP 10
Results: 15
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Seismic assessment of a real RC asymmetric hospital building according to NTC 2008 analysis methods.
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- Bulletin of Earthquake Engineering, 2015, v. 13, n. 10, p. 2973, doi. 10.1007/s10518-015-9758-6
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- Article
3
The ductility-based strength reduction factor for the mainshock-aftershock sequence-type ground motions.
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- Bulletin of Earthquake Engineering, 2015, v. 13, n. 10, p. 2893, doi. 10.1007/s10518-015-9744-z
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- Article
4
Practical Modal Pushover Design of one-way asymmetric-plan reinforced concrete wall buildings for unidirectional ground motion.
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- Bulletin of Earthquake Engineering, 2015, v. 13, n. 10, p. 2915, doi. 10.1007/s10518-015-9745-y
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- Article
5
Seismic vulnerability of building aggregates through hybrid and indirect assessment techniques.
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- Bulletin of Earthquake Engineering, 2015, v. 13, n. 10, p. 2995, doi. 10.1007/s10518-015-9747-9
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- Article
6
Seismic behavior of three-leaf stone masonry buildings before and after interventions: Shaking table tests on a two-storey masonry model.
- Published in:
- Bulletin of Earthquake Engineering, 2015, v. 13, n. 10, p. 3107, doi. 10.1007/s10518-015-9746-x
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- Publication type:
- Article
7
Experimental study on behavior of anchored external shear wall panel connections.
- Published in:
- Bulletin of Earthquake Engineering, 2015, v. 13, n. 10, p. 3065, doi. 10.1007/s10518-015-9748-8
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- Publication type:
- Article
8
Direct displacement-based design of special concentrically-braced frames in near-fault regions.
- Published in:
- Bulletin of Earthquake Engineering, 2015, v. 13, n. 10, p. 2945, doi. 10.1007/s10518-015-9749-7
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- Publication type:
- Article
9
Fragility curves for old masonry building types in Lisbon.
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- Bulletin of Earthquake Engineering, 2015, v. 13, n. 10, p. 3083, doi. 10.1007/s10518-015-9750-1
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- Article
10
Dynamic testing of a four-storey building with reinforced concrete and unreinforced masonry walls: prediction, test results and data set.
- Published in:
- Bulletin of Earthquake Engineering, 2015, v. 13, n. 10, p. 3015, doi. 10.1007/s10518-015-9752-z
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- Publication type:
- Article
11
Numerical and experimental evaluation of site effects at ridges characterized by complex geological setting.
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- Bulletin of Earthquake Engineering, 2015, v. 13, n. 10, p. 2841, doi. 10.1007/s10518-015-9753-y
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- Article
12
Using the discrete element method to assess the seismic vulnerability of aggregated masonry buildings.
- Published in:
- Bulletin of Earthquake Engineering, 2015, v. 13, n. 10, p. 3135, doi. 10.1007/s10518-015-9754-x
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- Publication type:
- Article
13
Preliminary ranking of alternative scalar and vector intensity measures of ground shaking.
- Published in:
- Bulletin of Earthquake Engineering, 2015, v. 13, n. 10, p. 2805, doi. 10.1007/s10518-015-9755-9
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- Publication type:
- Article
14
Diagonal cracking shear strength of unreinforced masonry panels: a correction proposal of the b shape factor.
- Published in:
- Bulletin of Earthquake Engineering, 2015, v. 13, n. 10, p. 3151, doi. 10.1007/s10518-015-9756-8
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- Publication type:
- Article
15
Automated assessment of macroseismic intensity from written sources using the fuzzy sets.
- Published in:
- Bulletin of Earthquake Engineering, 2015, v. 13, n. 10, p. 2769, doi. 10.1007/s10518-015-9759-5
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- Publication type:
- Article