Versions Compared

Key

  • This line was added.
  • This line was removed.
  • Formatting was changed.

...

How

...

to

...

specify

...

response

...

spectrum

...

scale?

...


The

...

value

...

for

...

each

...

force

...

related

...

design

...

parameter

...

of

...

interest,

...

including

...

story

...

drifts,

...

support

...

forces,

...

and

...

individual

...

member

...

forces

...

for

...

each

...

mode

...

of

...

response

...

shall

...

be

...

computed

...

using

...

the

...

properties

...

of

...

each

...

mode

...

and

...

the

...

response

...

spectra

...

defined

...

in

...

either

...

ASCE

...

7-05

...

Section

...

11.4.5

...

or

...

21.2

...

divided

...

by

...

the

...

quantity

...

R/I.

...

The

...

value

...

for

...

displacement

...

and

...

drift

...

quantities

...

shall

...

be

...

multiplied

...

by

...

the

...

quantity

...

Cd/I

...

(ASCE

...

7-05

...

Section

...

12.9.2).

...


Therefore,

...

response

...

spectrum

...

scale

...

factor

...

shall

...

be

...

g*I/R

...

where

...

g

...

is

...

acceleration

...

due

...

to

...

gravity

...

(use

...

386.4

...

in/sec

...

2 for

...

models

...

in

...

kips-inch

...

units

...

and

...

9.81

...

m/sec

...

2 for

...

models

...

in

...

kN-m

...

units).

...

After

...

analysis

...

is

...

performed,

...

review

...

the

...

Response

...

Spectrum

...

Base

...

Reaction

...

Table

...

and

...

refer

...

to

...

the

...

Base

...

shear

...

due

...

to

...

all

...

modes.

...

If

...

reported

...

dynamic

...

base

...

shear

...

is

...

more

...

than

...

85%

...

of

...

the

...

static

...

Base

...

shear

...

then

...

no

...

further

...

action

...

is

...

required.

...

However,

...

when

...

dynamic

...

base

...

shear

...

is

...

less

...

than

...

85%

...

of

...

static

...

base

...

shear

...

then

...

readjust

...

the

...

scale

...

factor

...

to

...

match

...

the

...

response

...

spectrum

...

base

...

shear

...

equal

...

to

...

85%

...

of

...

static

...

base

...

shear

...

(i.e.,

...

new

...

scale

...

factor

...

=

...

(g*I/R)

...

*

...

0.85*Static

...

base

...

Shear

...

/Response

...

Spectrum

...

base

...

shear

...

).

...

Use

...

this

...

readjusted

...

scale

...

factor

...

in

...

Response

...

Spectrum

...

and

...

rerun

...

the

...

2nd

...

analysis.