a) Thickness 0000018417 00000 n 0000017745 00000 n 0000020375 00000 n Earthquake Res. All Rights Reserved. 0000015668 00000 n xڜU]L[U?�����v��{�6����Vإ_�j7+(�@�cP�&�9v��m:���Db����b��%�Yb�c|��=�,��[��s(���ڞ�s~���^��P� ��hGZ�Z�F,쳿� 11.

0000020674 00000 n Am. The design of the projecting parts during the construction of earthquake-resistant buildings should be per ________ 0000004150 00000 n 0000019398 00000 n Participate in the Sanfoundry Certification contest to get free Certificate of Merit.

0000020826 00000 n 2078 90 View Answer. 0000019534 00000 n

H. Kanamori, J. Mori, in Problems in Geophysics for the New Millennium: A Collection of Papers in Honor of Adam M. Dziewonski, E. Bochi, G. Ekström, A. Morelli eds.. 12. d) IS 1993: 2004 0000018761 00000 n b) M 15 Inst., U. Tokyo. Their dependencies and relationships can be complicated, and even one of these concepts alone can be confusing. 0000008260 00000 n Tsunamis and Earthquakes: What Physics Is Interesting? H. Kanamori, T. H. Anderson, T. H. Heaton, Science, 6. Selecting this option will search all publications across the Scitation platform, Selecting this option will search all publications for the Publisher/Society in context, The Journal of the Acoustical Society of America, What we know and don’t know about tornado formation, Insights from the great 2011 Japan earthquake. The plot below does not include highly cambered, thin airfoils, and the straight limit for thin airfoils is misleading. ���;;���WT@�{�vt��x�����@��|f.L��v���|?u���>�Kؿ�3M%��K�GY���J�.ؐf;S�d,�)W6K�&@"����v"f�}r�Td��PPq(���Y�k������w�l��5ڃP�0��σ��R��^�,v� ���9a%��.�G=$�R�3�n>��"�z:��FO���Iy������%�J�w��Qra��H�%ς2����cL1G^�"�. Some good general references are: K. Aki, P. G. Richards, Quantitative Seismology, 2. b) Height Tsai, T.C. 0000017558 00000 n In case it cannot be avoided, it should be as thick as possible. 0000020229 00000 n 0000020873 00000 n 0000016858 00000 n H. Kanamori, T. Heaton, in GeoComplexity and the Physics of Earthquakes, J. R. Rundle, D. L. Turcotte, W. Klein, eds., Geophysical monograph no. 0000004599 00000 n a) True d) M 35 0000018900 00000 n Receive weekly updates with the most interesting articles and exclusive content. d) 60 MPa 0000019961 00000 n

Instead, they glean information from seismic waves, geodetic measurements, and numerical experiments. Soc. 0000017296 00000 n This exponential fall is called the Gutenberg–Richter relation. 0000016591 00000 n 0000020164 00000 n Selecting this option will search the current publication in context. 0000017865 00000 n c) Mass 0000019581 00000 n 0000016513 00000 n Website © 2020 AIP Publishing LLC.

To sign up for alerts, please log in first. b) 20 MPa The window and door openings increase the lateral load resistance of the walls. 0000020716 00000 n Res. 0000020478 00000 n Several mathematical models that reproduce this relation have been proposed, including a mechanical slider-block system, 8 8. N��Z�y����g�?��wN�5̭�e�� 0000018228 00000 n Deep Excavations, Pile Foundations & Caisson, Air Conditioning, Stones & Ferrous Metals, Steel, Plastics, Non-Ferrous Metals & Alloys, Miscellaneous Materials & Cement Concrete, here is complete set of 1000+ Multiple Choice Questions and Answers, Prev - Building Construction Questions and Answers – Earthquake Terminology and Seismic Effects on Buildings, Next - Building Construction Questions and Answers – Earthquake Resistant R.C.

d) Length 0000016664 00000 n Res.

0000019051 00000 n View Answer, 3. xref 0000020323 00000 n 0000019245 00000 n 0000020525 00000 n powered by Disqus. Eventually they move and create an earthquake. 0000005551 00000 n 1. b) False In chapter 4, Hoerner looks into that dependency in detail. b) Thickness E. E. Brodsky, H. Kanamori, J. Geophys. This set of Building Construction Multiple Choice Questions & Answers (MCQs) focuses on “Earthquake Resistant – Recommendations of Indian Standard Code”. 0000017166 00000 n 0000019292 00000 n }��11���?�G�\�R_�N|���crj�M>��A�$�{���^����I��=V09Pg^��l������9�Z�Klk:�;�zDZ�p0z�C6NZۚ�� r��������d�����n�dzNFFNa Inst., U. Tokyo. The concrete used in coastal areas during the construction of earthquake-resistant buildings should be of grade __________ c) M 35 a) IS 1833: 2000 0000019490 00000 n View Answer, 5. 0000016780 00000 n 0000020922 00000 n Soc.

http://www.scecdc.scec.org/group_e/release.v2, https://doi.org/10.1126/science.279.5352.839, https://doi.org/10.1016/S0040-1951(98)00121-8. comments

c) 150 mm 0000008222 00000 n 0000018108 00000 n Roofs and upper storeys of buildings should also be designed as light as possible.

0000003770 00000 n During the construction of earthquake-resistant buildings, ceiling plaster should be avoided. b) 100 mm d) 75 metres Article copyright remains as specified within the article. Join our social networks below and stay updated with latest contests, videos, internships and jobs! %PDF-1.4 %���� 0000017438 00000 n 0000019673 00000 n force based approach), where the components are designed for a lateral seismic force that is expressed as the product of the component

a) 10 MPa b) M 10 a) 15 metres 0000018509 00000 n 0000017688 00000 n <]>> Seismologists have never directly observed rupture in Earth’s interior. Global plate tectonic movement An earthquake (also known as a quake , tremor or temblor) is the shaking of the surface of the Earth resulting from a sudden release of energy in the Earth 's lithosphere that creates seismic waves . 0000019764 00000 n 0000003812 00000 n 0000019014 00000 n Where the masonry is provided with steel reinforcing bars, the bars should be embedded with adequate cover in cement concrete of grade _________ Buildings, Prestressed Concrete Structures Questions and Answers – Strengthening Structures of Externally Bonded Plates, Prestressed Concrete Structures Questions and Answers – Case Study on Repairs and Rehabilitation of Structures, Highway Engineering Questions and Answers, Engineering Geology Questions and Answers, Prestressed Concrete Structures Questions and Answers, Design of Steel Structures Questions and Answers, Concrete Technology Questions and Answers, Civil Engineering Drawing and Estimates Questions and Answers, Basic Civil Engineering Questions and Answers, Building Construction Questions and Answers – Building Plans – 1, Building Construction Questions and Answers – Effective Length and Thickness of Wall, Building Construction Questions and Answers – Load Bearing Walls – Lateral Support, Construction & Building Materials Questions and Answers, Building Construction Questions and Answers – Cavity Walls – General Features, Building Construction Questions and Answers – Composite Masonry – Hollow Clay Blocks Masonry, Building Construction Questions and Answers – Brick Stone Composite Masonry, Building Construction Questions and Answers – Stone Composite Masonry, Building Construction Questions and Answers – Acoustics – Sound Insulation, Building Construction Questions and Answers – Types of Partitions – 1, Best Reference Books – Disaster Resistant Building and Management, Building Construction Questions and Answers – Types of Walls, Construction and Building Materials Tests. a) 75 mm (in press). 0000018699 00000 n 0000020281 00000 n Maximum lift coefficient of various types of airfoils as a function of their thickness … startxref K-F. Ma, C-T. Lee, Y-B. 10. 0000020969 00000 n
View Answer, 4. F. M. Chester, J. S. Chester, Tectonophysics. 0000003357 00000 n C. Tsuboi, Bull. Masonry bearing walls should not be built of height greater than _________ subject to a maximum of four storeys when measured from the mean ground level to the ride level during the construction of earthquake-resistant buildings. 3.
c) IS 1893: 2002 One of the most challenging aspects of studying, The strain change, or coseismic strain drop, associated with large, Dividing the coseismic strain drop by the strain accumulation rate suggests that the repeat times View Answer, 6. 2078 0 obj <> endobj 2167 0 obj<>stream 0000018967 00000 n Each building or structure is assigned a seismic group of design to identify the force and intensity of earthquake. 120. 0000020794 00000 n

0000019194 00000 n 0000005127 00000 n 0000018306 00000 n H. Kanamori, T. Heaton, in GeoComplexity and the Physics of Earthquakes, J. R. Rundle, D. L. Turcotte, W. Klein, eds., Geophysical monograph no. R. Burridge, L. Knopoff, Bull. 0000020596 00000 n 0000019098 00000 n 8. 0 0000020400 00000 n If you need an account, please register here. H. Kanamori, T. H. Anderson, T. H. Heaton, Science, F. M. Chester, J. S. Chester, Tectonophysics. © 2011-2020 Sanfoundry. Am. P. Bak, C. Tang, J. Geophys. Some good general references are: K. Aki, P. G. Richards, Quantitative Seismology, C. Tsuboi, Bull. 0000017943 00000 n The sweet spot is at a thickness of around 10%. Most of these techniques use equivalent lateral force methods (i.e. c) 35 MPa To practice all areas of Building Construction, here is complete set of 1000+ Multiple Choice Questions and Answers. 0000018808 00000 n 0000016215 00000 n 0000003573 00000 n H. Kanamori, J. Mori, in Problems in Geophysics for the New Millennium: A Collection of Papers in Honor of Adam M. Dziewonski, E. Bochi, G. Ekström, A. Morelli eds.. E. E. Brodsky, H. Kanamori, J. Geophys. c) 60 metres During the construction of earthquake-resistant buildings, it should be kept in mind that those solid concrete blocks should be used which have crushing strength not lesser than _________ R. Burridge, L. Knopoff, Bull. b) 30 metres 0000017823 00000 n a) M 10

View Answer, 7. 0000009081 00000 n %%EOF 0000019894 00000 n 0000017360 00000 n 0000017480 00000 n


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