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FACULTAD
DE INGENIERÍA ESCUELA ACADÉMICA PROFESIONAL DE INGENIERÍA CIVIL TRABAJO DE INVESTIGACIÓN TRABAJO ESCALONADO
“
CURSO: INGENIERIA SISMICA
AUTOR (ES): LOPEZ CHURAMPI, Roy
ASESOR: AREVALO VIDAL, Samir LIMA-PERÚ 2017
”
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INTRODUCCIÓN
La ingeniería civil, trabajando de la mano con la ingeniería sísmica ha logrado desarrollar edificaciones que permiten tener mayor capacidad de soporte ante un sismo, esto es posible gracias a que la ingeniería sísmica brinda los estudios y análisis de los sismos, de esta manera la ingeniería civil toma esas herramientas esas herramientas para calcular, planificar y construir edificios que brinden mayor seguridad y resistencia y resistencia al llevarse a cabo un sismo. Como consecuencia del trabajo de ambas en conjunto existe la ingeniería estructural sismo resistente. La ingeniería estructural sismo resistente ha logrado sin lugar a duda que se dé un avance enorme en cuanto a ingeniería civil, en materia de calidad de calidad de vida y seguridad social. Nos social. Nos permite tener construcciones que sean capaces de soportar una catástrofe tan grande como lo es un sismo, que sin lugar a duda es un temor para la sociedad en común, no solo porque no es capaz de ser predecible, sino también porque puede llegar a ser un factor que cause perjuicios de magnitud enorme. Es por eso que el que el trabajo en conjunto de estas ingenierías, la civil y la sísmica, en
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OBJETIVO
Diseñar, construir y mantener estructuras que resistan a la exposición de un terremoto, más allá de las expectaciones y en total cumplimiento de los reglamentos de construcción.
Entender la interacción entre los edificios y la infraestructura pública con el subsuelo.
Prever las potenciales consecuencias de fuertes terremotos fuertes terremotos en áreas en áreas urbanas y sus efectos en la infraestructura.
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TRABAJO ESCALONADO DE INGENIIERIA SÍSMICA DOCENTE: CURSO:
Ing. Samir Arévalo Vidal.
Ingeniería Sísmica.
FACULTAD:
Ingeniería Civil
4.28 m
4.28 m
4.28 m
4.28 m
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9.875
9.875
9.875
9.875 m
tarea de sismica #(numeral) fc bcolumnas hcolumnas L h columna mas ancha (b) ancho de losa carga distribuida q
31 256 51 111 9.875 4.275 90.5 7.875 1.22
kgf/cm2 cm cm M M cm M ton/m2
(acabados y sobrecarga)
a)modelo matemático:
2.14
m
4.275 m
4.275 m
4.275 m
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9.875
9.875
9.875
9.875 m
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99595581.4 81.477 kg peso total 1er piso: 29959
=
2995 9959.5 9.5815 815 ton ton
por ser iguales los pisos 1, 2,3,4: 99595581.4 81.477 kg peso total 2do piso: 29959 99595581.4 81.477 kg peso total 3er piso: 29959
=
2995 9959.5 9.5815 815 ton ton
=
2995 9959.5 9.5815 815 ton ton
99595581.4 81.477 kg peso total 4to piso: 29959
=
2995 9959.5 9.5815 815 ton ton
=
7.875 360089.1 kg
5to Piso: a) peso de losa peso de losa peso de losa
b) peso de viga peso de viga peso de viga c) peso de columna peso de columna d) peso de acabados peso de acabados e) PL PL
37.48 x 360.0891 ton
0.9 4047 40478.4 8.4 kg
0.505
1.22
x
0.5
x
37.48
x
2400
x
1.11
x
2.14
x
2400
x
7.875
x
100
x
100
x
40.005
x
7.875
1437 14378. 8.10 1075 75 kg
40.005 3150 31503. 3.93 9375 75 kg
25% 7875.98 7875.98437 43755 kg
454325.529 .52944 kg peso total 5to piso: 454325
Para la masa:
x
x
5
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Metrado de cargas: 1er Piso: a) peso de losa peso de losa peso de losa
37.48 x 360.0891 ton =
7.875 360089.1 kg
x
1.22
b) peso de viga predimensionamiento de viga: h: 9.37 / 10 h: 0.9 m b: 9.37 / 20 b: 0.5 m peso de viga 0.9 x 0.5 peso de viga 4047 40478.4 8.4 kg
peso de
c) columna peso de columna d) peso de acabados peso de
0.505
h=L/10
b=L/20
x
37.48
x
2400
x
2400
x
1.11
x
4.275
x
7.875
x
100
28756.2 28756.215 15 kg
37.48 29515.5
ton
=
29515500 kg
x
5
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Para las rigideces
Ec= Ic= h 1-4 piso h 5 piso K de 1er piso Kcol x 5 K de 1er piso 211417.1671 x K de 1er piso 1057085.835 kg/cm
240000 5755447.13 4.28 2.14
bcol hcol
51 cm 111 cm
kg/cm2 cm4 m m
428 cm 214 cm
=
5 1057.09 ton/cm
=
5 8456.69 ton/cm
K 1-4 pisos son iguales K de 5to piso Kcol x 5 K de 5to piso 1691337.337 x K de 5to piso 8456686.684 kg/cm
46312.49 kg K5
8456.69 ton/cm
K4
3053983.84 kg 1057.09 ton/cm
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FC= b(col)= h (col)= L= h=
245 0.505 1.06 9.875 4.275
kg/cm2 m m m m
1 metrado de cargas P1=
1081.8656 ton
q(losa)= b(losa)= h(col)= Pc= g=
6.85 7.875 1.51 2.4 9.81
t/m2 m m t/m3 m/s2
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CONCLUSIONES Finalmente desde mi punto de vista estas edificaciones son si no indispensables, si son importantes para la sociedad, traen cosas positivas no solo por prevenir sino también al momento del desarrollo y avance de una civilización, es importante que se empiecen a considerar en zonas con mayor actividad sísmicas principalmente para brindar seguridad y confort a las familias que ahí habitan.
Ahora tras ver cómo cómo y de qué manera manera influyen tanto la ingeniería sísmica sísmica y la ingeniería ingeniería civil en conjunto con el fin fin